10-B-0001_Roseau FRM Reach2A_Full Size.pdf
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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
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W E
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US Army Corps of Engineers
US Army Corps a u t o t im e
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IDENTIFICATION
SHEET
D A
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P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
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A E
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P d s g n
P la n
S e t
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R D
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A
G id x .d g n
LP503
LP502
LP501
LP401
LP102
LP101
L-601
L-504
L-503
L-502
L-501
L-401
L-102
L-101
C-602
C-601
C-502
C-501
C-402
C-401
C-306
C-305
C-304
C-303
C-302
C-301
C-206
C-205
C-204
C-203
C-202
C-201
C-103
C-102
C-101
CD102
CD101
C-001
B-203
B-202
B-201
G-004
G-003
G-002
G-001
RDH11R2A_LP503det
RDH11R2A_LP502det
RDH11R2A_LP501det
RDH11R2A_LP401pln
RDH11R2A_LP102pln
RDH11R2A_LP101pln
RDH11R2A_L-601ctl
RDH11R2A_L-504det
RDH11R2A_L-503det
RDH11R2A_L-502det
RDH11R2A_L-501det
RDH11R2A_L-401pln
RDH11R2A_L-102pln
RDH11R2A_L-101pln
RDH11R2A_C-602ctl
RDH11R2A_C-601ctl
RDH11R2A_C-502det
RDH11R2A_C-501det
RDH11R2A_C-402pln
RDH11R2A_C-401pln
RDH11R2A_C-306sec
RDH11R2A_C-305sec
RDH11R2A_C-304sec
RDH11R2A_C-303sec
RDH11R2A_C-302sec
RDH11R2A_C-301sec
RDH11R2A_C-206prf
RDH11R2A_C-205prf
RDH11R2A_C-204prf
RDH11R2A_C-203prf
RDH11R2A_C-202prf
RDH11R2A_C-201prf
RDH11R2A_C-103pln
RDH11R2A_C-102pln
RDH11R2A_C-101pln
RDH11R2A_CD102dem
RDH11R2A_CD101dem
RDH11R2A_C-001gen
RDH11R2A_B-203log
RDH11R2A_B-202log
RDH11R2A_B-201log
RDH11R2A_G-004leg
RDH11R2A_G-003idx
RDH11R2A_G-002vic
RDH11R2A_G-001cov
PLANTING DETAILS
PLANTING DETAILS
PLANTING DETAILS
PLANTING PLAN - TRAILHEAD PARKING AREA - 330TH ST
PLAN - TURF ESTABLISHMENT
PLAN - TURF ESTABLISHMENT
CONTROL - MULTI-USE TRAIL ALIGNMENTS
DETAILS - MISCELLANEOUS
DETAILS - MULTI-USE TRAIL SIGNING TABULATIONS & MISC
DETAILS - BIRDING STATION
DETAILS - MULTI-USE TRAIL & SIDEWALK
DETAIL PLAN - BIRDING STATION & MULTI-USE TRAIL INTERSECTION
PLAN - MULTI-USE TRAILS & SIGNAGE
PLAN - MULTI-USE TRAILS & SIGNAGE
LANDSCAPE & RECREATIONAL DRAWINGS
CONTROL - GRADING
CONTROL - LIMITS OF WORK & ALIGNMENTS
DETAILS - CIVIL MISCELLANEOUS
DETAILS - RIPRAP
DETAIL PLAN - TRAILHEAD PARKING AREA - 330TH ST
DETAIL PLAN - DIVERSION CHANNEL OUTLET
SECTIONS - WEST LEVEE NORTH & STOCKPILE
SECTIONS - EAST LEVEE NORTH & WEST LEVEE NORTH
SECTIONS - EAST LEVEE NORTH
SECTIONS - DIVERSION CHANNEL
SECTIONS - DIVERSION CHANNEL
SECTIONS - DIVERSION CHANNEL
PROFILE - WEST LEVEE NORTH - STA. F 24+00 TO F 27+60
PROFILE - WEST LEVEE NORTH - STA. F 0+50 TO F 24+00
PROFILE - EAST LEVEE NORTH - STA. A 24+00 TO A 39+45
PROFILE - EAST LEVEE NORTH - STA. A 0+60.28 TO A 24+00
PROFILE - DIVERSION CHANNEL - STA. 24+00 TO 49+02.12
PROFILE - DIVERSION CHANNEL - STA. 5+00 TO 24+00
PLAN - STOCKPILES & FUTURE DIVERSION CHANNEL
LEVEE - STA. F 4+00 TO F 27+60
LEVEE - STA. A 19+00 TO A 39+45
PLAN - CHANNEL - STA. 27+00 TO 49+02.12
LEVEE - STA. F 0+50 TO F 4+00
LEVEE - STA. A 0+60.28 TO A 19+00
PLAN - CHANNEL - STA. 5+00 TO 27+00
PLAN - DEMOLITION & REMOVALS
PLAN - DEMOLITION & REMOVALS
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
CIVIL SITE DRAWINGS
TEST PITS: 09-38TP, 09-39TP, 09-40TP & 09-41TP
TEST PITS: 09-35TP, 09-36TP & 09-37TP
BORING LOGS: 07-25A, 07-26M & 07-27M
LEGEND, GENERAL NOTES & BORING LOGS: 07-23M & 07-24M
GEOTECHNICAL DRAWINGS
LEGEND & GENERAL NOTES
CONSTRUCTION & REFERENCE DRAWING INDEX
VICINITY & LOCATION MAP
COVER SHEET & SIGNATURE BLOCK
GENERAL DRAWINGS
DESCRIPTION PRODUCT I.D.
REF.
SHEET
CONSTRUCTION DRAWING INDEX
DRAWING NO.
LP503
LP502
LP501
LP401
LP102
LP101
L-601
L-504
L-503
L-502
L-501
L-401
L-102
L-101
C-602
C-601
C-502
C-501
C-402
C-401
C-306
C-305
C-304
C-303
C-302
C-301
C-206
C-205
C-204
C-203
C-202
C-201
C-103
C-102
C-101
CD102
CD101
C-001
B-203
B-202
B-201
G-004
G-003
G-002
G-001
RDH11R2A_LP503det
RDH11R2A_LP502det
RDH11R2A_LP501det
RDH11R2A_LP401pln
RDH11R2A_LP102pln
RDH11R2A_LP101pln
RDH11R2A_L-601ctl
RDH11R2A_L-504det
RDH11R2A_L-503det
RDH11R2A_L-502det
RDH11R2A_L-501det
RDH11R2A_L-401pln
RDH11R2A_L-102pln
RDH11R2A_L-101pln
RDH11R2A_C-602ctl
RDH11R2A_C-601ctl
RDH11R2A_C-502det
RDH11R2A_C-501det
RDH11R2A_C-402pln
RDH11R2A_C-401pln
RDH11R2A_C-306sec
RDH11R2A_C-305sec
RDH11R2A_C-304sec
RDH11R2A_C-303sec
RDH11R2A_C-302sec
RDH11R2A_C-301sec
RDH11R2A_C-206prf
RDH11R2A_C-205prf
RDH11R2A_C-204prf
RDH11R2A_C-203prf
RDH11R2A_C-202prf
RDH11R2A_C-201prf
RDH11R2A_C-103pln
RDH11R2A_C-102pln
RDH11R2A_C-101pln
RDH11R2A_CD102dem
RDH11R2A_CD101dem
RDH11R2A_C-001gen
RDH11R2A_B-203log
RDH11R2A_B-202log
RDH11R2A_B-201log
RDH11R2A_G-004leg
RDH11R2A_G-003idx
RDH11R2A_G-002vic
RDH11R2A_G-001cov
PLANTING DETAILS
PLANTING DETAILS
PLANTING DETAILS
PLANTING PLAN - TRAILHEAD PARKING AREA - 330TH ST
PLAN - TURF ESTABLISHMENT
PLAN - TURF ESTABLISHMENT
CONTROL - MULTI-USE TRAIL ALIGNMENTS
DETAILS - MISCELLANEOUS
DETAILS - MULTI-USE TRAIL SIGNING TABULATIONS & MISC
DETAILS - BIRDING STATION
DETAILS - MULTI-USE TRAIL & SIDEWALK
DETAIL PLAN - BIRDING STATION & MULTI-USE TRAIL INTERSECTION
PLAN - MULTI-USE TRAILS & SIGNAGE
PLAN - MULTI-USE TRAILS & SIGNAGE
LANDSCAPE & RECREATIONAL DRAWINGS
CONTROL - GRADING
CONTROL - LIMITS OF WORK & ALIGNMENTS
DETAILS - CIVIL MISCELLANEOUS
DETAILS - RIPRAP
DETAIL PLAN - TRAILHEAD PARKING AREA - 330TH ST
DETAIL PLAN - DIVERSION CHANNEL OUTLET
SECTIONS - WEST LEVEE NORTH & STOCKPILE
SECTIONS - EAST LEVEE NORTH & WEST LEVEE NORTH
SECTIONS - EAST LEVEE NORTH
SECTIONS - DIVERSION CHANNEL
SECTIONS - DIVERSION CHANNEL
SECTIONS - DIVERSION CHANNEL
PROFILE - WEST LEVEE NORTH - STA. F 24+00 TO F 27+60
PROFILE - WEST LEVEE NORTH - STA. F 0+50 TO F 24+00
PROFILE - EAST LEVEE NORTH - STA. A 24+00 TO A 39+45
PROFILE - EAST LEVEE NORTH - STA. A 0+60.28 TO A 24+00
PROFILE - DIVERSION CHANNEL - STA. 24+00 TO 49+02.12
PROFILE - DIVERSION CHANNEL - STA. 5+00 TO 24+00
PLAN - STOCKPILES & FUTURE DIVERSION CHANNEL
LEVEE - STA. F 4+00 TO F 27+60
LEVEE - STA. A 19+00 TO A 39+45
PLAN - CHANNEL - STA. 27+00 TO 49+02.12
LEVEE - STA. F 0+50 TO F 4+00
LEVEE - STA. A 0+60.28 TO A 19+00
PLAN - CHANNEL - STA. 5+00 TO 27+00
PLAN - DEMOLITION & REMOVALS
PLAN - DEMOLITION & REMOVALS
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
CIVIL SITE DRAWINGS
TEST PITS: 09-38TP, 09-39TP, 09-40TP & 09-41TP
TEST PITS: 09-35TP, 09-36TP & 09-37TP
BORING LOGS: 07-25A, 07-26M & 07-27M
LEGEND, GENERAL NOTES & BORING LOGS: 07-23M & 07-24M
GEOTECHNICAL DRAWINGS
LEGEND & GENERAL NOTES
CONSTRUCTION & REFERENCE DRAWING INDEX
VICINITY & LOCATION MAP
COVER SHEET & SIGNATURE BLOCK
GENERAL DRAWINGS
DESCRIPTION PRODUCT I.D.
REF.
SHEET
CONSTRUCTION DRAWING INDEX
DRAWING NO.
DESCRIPTION PRODUCT I.D.
REFERENCE DRAWING INDEX
DRAWING NO.
R-004
R-003
R-002
R-001
STGIP001
ROSEAU_HY1
ROSEAU_DUR2
ROSEAU_DUR1
BEST MANAGEMENT PRACTICES FOR EROSION & SEDIMENT CONTROL
EROSION CONTROL
FLOW HYDROGRAPHS - 1999-2009
FLOW DURATION CURVES - JULY-DECEMBER
FLOW DURATION CURVES - JANUARY-JUNE
HYDROGRAPHS
DESCRIPTION PRODUCT I.D.
REFERENCE DRAWING INDEX
DRAWING NO.
GENERAL CROSS-REFERENCING SYMBOLS
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
GENERAL NOTES:
* UNLESS OTHERWISE NOTED ON EACH SHEET
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L
G-004
R D
H
R
A
G -0 le g .d g n
DRAWING
TITLE ON SAME
SECTION/DETAIL
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
C J
E
W
SS
WELL
ST
LIMITS OF WORK
FILL
CUT
LEVEE
AND NUMBER
DWG OUTLINE
SHEET ID X-000
CHANNEL
07-17M
GENERAL LEGEND
EXIST SANITARY SEWER
EXIST STORM SEWER
EXIST WATERMAIN
EXIST UNDERGROUND POWER
EXIST GAS
COMMUNICATION
EXIST UNDERGROUND
EXIST TREE LINE
EXIST FENCE LINE
EXIST CULVERT WITH FES
EXIST OVERHEAD P0WER
EXIST FIRE HYDRANT
EXIST WATER WELL
EXIST POWER POLE
EXIST SANITARY SEWER MANHOLE
EXIST SEPTIC TANK
EXIST POWER POLE WITH GUY WIRE
EXIST POWER/LIGHT POLE
EXIST ELECTRICAL METER
EXIST SUB-STATION
EXIST COMMUNICATION JUNCTION BOX
EXIST SIGN
EXIST DECIDUOUS TREE
EXIST CONIFEROUS TREE
EXISTING PROPOSED
TRANSFORMER
EXIST PAD MOUNTED ELECTRICAL
BENCHMARK
SHEETPILE
PI POINT
OR MANHOLE
EXIST WATER VALVE BOX
BM
EXIST DITCH LINE
PC/PT POINT
PI-X
DITCH LINE
CULVERT W/FES
W/MANHOLE
SANITARY SEWER
D
S
RIPRAP/ROCK FILL
SLOPE: 5 H ON 1 V5:1
EXIST CABLE TV
VIEW SUBTITLE
GUARD RAIL
CATCH BASIN
W/MANHOLE OR
STORM SEWERCB
EXIST RIPRAP/ROCK FILL
MH/FES/STRUCTURE ID
STORM SEWER
MH/STRUCTURE ID
SANITARY SEWER X
XXX
TDX
WCSX STRUCTURE ID
WATER CONTROL
B1
C1
TREE REMOVAL
TRASH RECEPTACLE
DECIDUOUS TREE
SHRUB
PICNIC TABLE
CONIFEROUS TREE
MANHOLE ID
TRENCH DRAIN
D
HEADWALL & MH
TRENCH DRAIN W/
R E
A C
H
A
DITCH GRADING POINTD1
G1
GRAVEL GRADING POINT
RIPRAP CONTROL POINT
RADIUS CONTROL POINT
GR1
RR1
R1
POINT
BITUMINOUS GRADING
POINT
CONCRETE GRADING
GENERAL GRADING POINT
W E
S -1
-B -0
MULTI-USE TRAIL OFFSETS ARE BASED ON LOOKING UPSTATION.
LOOKING DOWNSTREAM/DOWNSTATION. ROAD, DRIVEWAY, ENTRANCE, MOTORIZED AND
TO SPECIFIC BASELINES/ALIGNMENTS. CHANNEL AND LEVEE OFFSETS ARE BASED ON
7. ALL CROSS SECTIONS AND LEFT (LT) AND RIGHT (RT) OFFSETS ARE REFERENCED
6. PROPERTY OWNERSHIP LINES SHOWN ARE APPROXIMATE.
NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE
UTILITY RECORDS OR VERBAL RECOLLECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR
"LEVEL D" IS DEFINED AS UTILITY LOCATIONS THAT ARE TAKEN SOLELY FROM EXISTING
MAY NOT BE ACCURATE OR ALL INCLUSIVE. UTILITIES ARE SHOWN TO "LEVEL D".
5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES
ENTIRE PROJECT CORRIDOR AND INCLUDES RIVER SOUNDINGS.
INC. FROM JULY 12-AUGUST 12, 2009. GROUND SURVEY WAS COMPLETED ALONG
B. 2009 TOPOGRAPHIC GROUND SURVEY OBTAINED BY CHEQUAMEGON BAY ENGINEERING,
THE ENTIRE PROJECT AREA.
A. LIDAR MAPPING PROVIDED BY THE U.S. ARMY CORPS OF ENGINEERS FOR
THE FOLLOWING SURVEY DATA WAS USED:
4. BASE MAPPING CONSISTS OF TOPOGRAPHIC GROUND SURVEYS AND LIDAR MAPPING.
US SURVEY FOOT.
3. COORDINATES BASED ON MINNESOTA STATE PLANE GRID SYSTEM, NORTH ZONE, NAD 83,
2. ELEVATION REFER TO N.A.V.D. (1988 ADJ.).
POINTS ARE AVAILABLE FROM THE ST. PAUL DISTRICT OFFICE (651) 290-5596.
1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL
L E
G E
N D G
E N
E R
A L N
O T
E S
WORK LIMIT POINTWL1
ABBREVIATIONS
LEVELLVL
LEFTLT
LONG or LONGITUDINALLG or LONG
LINEAL FEETLF
LANDWARDL/W
LENGTHL
KEYWAY or KEY NOTEKEY
JOINTJT
INVERTINV
INCHESIN
INSIDE FACEIF
INSIDE DIAMETER or IDENTIFICATIONID
HEIGHTHT
HORIZONTALHORIZ or HOR
HEXAGONHEX
GRADEGRD
GALVANIZE or GALVANIZEDGALV
GAGEGA
FEET or FOOTFT
FLOW LINEFL
FRONT FACE or FAR FACEFF
FLARED END SECTIONFES
EQUALEQ
EXPANSIONEXP
EXCAVATIONEXC
EXISTINGEX or EXIST
EACH WAYEW
EMBEDMENTEMBED
ELEVATIONEL or ELEV
EXPANSION JOINTEJ
EACH FACEEF
EASTE
DOWELDWL or DWLS
DRAWINGDWG
DIAGONALDIAG
DIAMETERDIA
DETAILDET
DOUBLEDBL
CULVERTCULV
CORRUGATED STEEL PIPECSP
COUNTY STATE AID HIGHWAYCSAH
CORRUGATED PLASTIC PIPECPP
CORNERCOR
CONSTRUCTIONCONST
CONCRETECONC
CORRUGATED METAL PIPECMP
CONTROLLED LOW STRENGTH MORTARCLSM
CLEARCLR
CLASSCL
CONSTRUCTION JOINTCJ
CAST IRON PIPE or CAST-IN-PLACECIP
CORRUGATED ALUMINUM PIPECAP
CURB & GUTTERC&G
CENTER LINEC/L
BEARINGBRG
BITUMINOUSBIT
BACK FACEBF
BOTTOMB or BOT
AVENUEAVE
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
APPROXIMATEAPPROX
ANGLEANG or L
ANCHORANC
ALUMINUMALUM
ALTERNATE WITHALT W/
ALTERNATEALT
AGGREGATEAGG
ADDITIONALADD’L
AT@
BORING LOCATION AND NUMBER
TEST PIT LOCATION AND NUMBER09-39TP
SIGNC-X
WATERMAINWM
WIDTHWD
WESTW
WITHW/
VERTICALVERT
VARIESVAR
UNLESS NOTED OTHERWISEUNO
UNDERGROUNDUGND
TYPICALTYP
STRUCTURAL TUBINGTS
TURF REINFORCEMENT MATTRM
TRANSVERSETRANS
TOP OF WALLTOW
TRUNK HIGHWAYTH
TRAFFIC ENGINEERING MANUALTEM
TOP OF CASTINGTC
TOP AND BOTTOMT&B
TOPT
SQUARESQ
STEELSTL
STRUCTURALSTRUCT
STATIONSTA
STREETST
STAINLESS STEELSS
SPLICESPL
SPECIFICATIONSSPEC
SPACING or SPACESSP or SPG or SPA
SIMILARSIM
SHEETSHT
SECTIONSECT
SCHEDULESCH
SANITARYSAN
SOUTHS
RIGHTRT
REINFORCEMENTREINF
REQUIREDREQ’D
REINFORCED CONCRETE PIPERCP
RADIUSR or RAD
RIVERWARDR/W
QUANTITYQTY
POINT OF VERTICAL TANGENCYPVT
POINT OF VERTICAL INTERSECTIONPVI
POINT OF VERTICAL CURVATURE or POLYVINL CHLORIDEPVC
POINT OF TANGENCY or POINTPT
POINT OF INTERSECTIONPI
PLASTIC CULVERT PIPEPCP
POINT OF CURVATUREPC
PARTIALPART
OPTIONAL or OPTIONOPT
OUTSIDE FACEOF
ON CENTEROC or o/c
NUMBERNO or #
NEAR FACENF
NORTHN
MOUNTINGMTG
MODIFICATIONMOD
MINNESOTA DEPARTMENT OF TRANSPORTATIONMNDOT
MECHANICAL JOINTMJ
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MANHOLEMH
MAXIMUMMAX
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:1
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n n e r a l\
R D
H R
A
G le g .d
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
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
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
GENERAL BORING LEGEND
WATER SURFACE ELEVATION ON DAY OF BORING
SM
SP
SW
GC
GM
GP
GW
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
DATE OF BORING
YEAR OF BORING-BORING NUMBER, BORING TYPE
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
SC
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
N .A .V .D A
D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R D
H
R
A
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
B-201
L E
G E
N D
G E
N E
R A
L N
O T
E S B
O R
IN
G L
O G
S
-2
M
-2
GENERAL BORING NOTES
B
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
PEAT
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
07-12M
29 JANUARY 2007
R E
A C
H
A
W E
S -1
-B -0
/0
/2
8.
7.
: 2006. P
5. D 10 SIZE:
4. ATTERBERG LIMITS:
3. BLOW COUNT (SPT):
2. MOISTURE CONTENT:
1. GENERAL:
ARRANGEMENTS TO INSPECT LOGS CAN BE MADE BY CALLING (651) 290-5599.
LOGS. THESE LOGS ARE AVAILABLE FOR INSPECTION AT THE ST. PAUL DISTRICT OFFICE.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD
ELEVATIONS REFERENCED TO N.A.V.D. 1988 ADJ. UNLESS SPECIFIED OTHERWISE.
TO THE LEFT OF THE BORING STAFF FOR TEST PITS.
THE PERCENT, BY WEIGHT, FINER THAN THE NO. 200 STANDARD U.S. SIEVE IS SHOWN
THE LEFT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
HEIGHT OF DROP ARE AS SHOWN.
DROP. FOR NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND
X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH8
3USING A 1� X 2-INCH SAMPLER,
12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT)
ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED,
THE LEFT OF THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO
PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION,
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
/2
/2
SHEET NO:
G-004
REFERENCES:
LEGEND & GENERAL NOTES
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:1
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l P la n
P la n s
R D
H R
A
B lo g .d g n
DSPT MC LL 10
NOTES
PL
G.S. 1041.4’
1021.4’
W.L. 1030.5’
CL
CL
CH
ML
25 39 16
BENTONITE GROUT.
3. BORING BACKFILLED WITH TREMIED HIGH SOLIDS
2. HOLLOW STEM AUGER SET TO EL. 1026.4’.
SAMPLE TO EL. 1021.4’.
BOTTOM OF HOLE = EL. 1026.8’.
BOTTOM OF AUGER = EL. 1026.4’.
MINUTES AT EL. 1030.5’.
1. APPROXIMATE WATER LEVEL DETERMINED AFTER 70
LAMINATED, SATURATED, YEL.-BRN.
SILT, CLAYEY, MED. STIFF TO LOOSE,
WET, GR.
CLAY, SILTY, MED. STIFF, LAMINATED,
IN ZONES, WET, YEL.-BRN.
CLAY, SILTY, MED. STIFF, LAMINATED
MOIST, YEL.-BRN.
CLAY, SANDY, SILTY, MED. STIFF-FROZEN,
TOPSOIL (LOGGED FROM CUTTINGS - FROZEN)
21 FEBRUARY 2007
07-24M
DSPT MC LL 10
NOTES
PL
G.S. 1041.4’
991.4’
W.L. 1027.1’
CL
CH
CH
ML
CH
ML
CH
CH
CL
CH
SC
CL
29 50 18
59 36
58 29116
WET, GR. (TILL)
CLAY, GRAVELLY, SANDY, VERY DENSE-HARD,
CLAYEY SAND, LOOSE, SATURATED, GR.-BRN.
WET, GR.
CLAY, SILTY, SOFT, LAMINATED, STICKY,
SOFT, SATURATED, GR. - BRN. (SOFT TILL)
CLAY, GRAVELLY, SANDY, SOFT TO VERY
WET, GR.
CLAY, SITLY, MED. STIFF, LAMINATED,
ORGANICS, WET, GR.
CLAY, SILTY, MED. STIFF, LAMINATED WITH
SILT, CLAYEY, LOOSE-SOFT, SATURATED GR.
WET, GR.
CLAY, SILTY, MED. STIFF, LAMINATED,
SATURATED, GR.
SILT, CLAYEY, LOOSE-VERY SOFT,
CLAY, SILTY, SOFT, LAMINATED, WET, GR.
ZONES, WET, YEL.-BRN.
CLAY, SILTY, MED. STIFF, LAMINATED IN
CLAY, SILTY, MED. STIFF, MOIST, BRN. (ALLUVIUM)
TOPSOIL (LOGGED FROM CUTTINGS - FROZEN)
BENTONITE GROUT.
3. BORING BACKFILLED WITH TREMIED HIGH SOLIDS
2. HOLLOW STEM AUGER SET TO EL. 996.4’.
AFTER SAMPLING TO EL. 1016.4’.
BOTTOM OF HOLE = EL. 1021.4’.
BOTTOM OF AUGER = EL. 1021.4’.
HOURS AT EL. 1027.1’.
1. APPROXIMATE WATER LEVEL DETERMINED AFTER 2
ORGANIC RICH ZONE
11 38
21 FEBRUARY 2007
07-23M
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R D
H
R
A
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
B-202
N .A .V .D A
D J
B R
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
R E
A C
H
A
W E
S -1
-B -0
B O
R
IN
G L
O G
S -2
A -2
M
-2
M
T E
S T P
IT
S -3
T P -3
T P
-3
T P
N .A .V .D A
D J
SHEET NO:
B-201
G-004
REFERENCES:
LEGEND, GENERAL NOTES & BORING LOGS
LEGEND & GENERAL NOTES
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S O
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IC
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A T
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N N
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F
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:1
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l P la n
P la n s
R D
H R
A
B lo g .d g n
SPT MC LL
NOTES
PL
09-35TP
14 DECEMBER 2009
G.S. 1041.3’
1031.3’
CL
CL
20 30 16
27 46 19
28 40 15
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
CLAY, LEAN, GRAYISH BROWN
CLAY, LEAN, LIGHT BROWN
TOPSOIL
P200
DSPT MC LL 10
NOTES
PL
CL
CH
G.S. 1041.4’
1031.4’
WITH BENTONITE CHIPS.
4. BORING BACKFILLED WITH AUGER CUTTINGS, TOPPED
3. WATER LEVEL NOT MEASURED.
2. HOLLOW STEM AUGER SET TO EL. 1031.4’.
THE PRESENCE OR ABSENCE OF PEAT.
1. BORING LOGGED FROM AUGER CUTTINGS TO ASCERTAIN
07-25A
22 FEBRUARY 2007
CLAY, SILTY, LAMINATED, WET, YEL.-BRN.
FRAGMENTS, MOIST, YEL.-BRN.
CLAY, SILTY, SANDY, OCC. ORGANIC
TOPSOIL (LOGGED FROM CUTTINGS)
SPT MC LL PL
09-36TP
14 DECEMBER 2009
G.S. 1039.4’
1035.4’
26 49 19 CLAY, LEAN, LIGHT BROWN TO GRAYISH BROWN
TOPSOIL
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
NOTES
CL
P200
SPT MC LL PL
09-37TP
14 DECEMBER 2009
G.S. 1039.5’
1035.5’
CL23 42 17
CLAY, LEAN, LIGHT BROWNISH GRAY
TOPSOIL
P200
NOTES
DSPT MC LL PL 10
G.S. 1039.0
W.L. 1032.7
994.0
CL
ML
CH
CL
23 49 18
24 25 20
-SP-SC
-SP-SC
-CL
CH
SC
CH
CH
CL
49 29120
21 1425
APPROX.
APPROX.
SATURATED, BRN. (DRIFT)
SAND, CLAYEY, GRAVELLY, MED. DENSE,
SATURATED, BRN. (DRIFT)
SAND, CLAYEY, GRAVELLY, MED. DENSE,
CLAY, SILTY, SOFT, WET, STICKY, GR.
WET, BRN. (TILL)
CLAY, GRAVELLY, SANDY, MED. STIFF,
LAMINATED, GR.
CLAY, SILTY, MED. STIFF, WET, STICKY,
SILT, CLAYEY, LOOSE, SATURATED, BRN.
LAMINATED, ORGANICS IN LAMS., GR.
CLAY, SILTY, MED. STIFF-STIFF, WET,
LAMINATED, YEL.- BRN. TO GR.
CLAY, SILTY, MED. STIFF, WET,
SATURATED, LAMINATED, YEL.-BRN.
CLAY, SILTY, MED. STIFF,
WET, LAMINATED, YEL.-BRN.
CLAY, SILTY, MED. STIFF, MOIST TO
MOIST, LAMINATED, BRN. (ALLUV.)
CLAY, SILTY, MED. STIFF (FROZEN),
22 FEBRUARY 2007
07-26M
BENTONITE GROUT.
4. HOLE BACKFILLED W/TREMIED HIGH SOLIDS
TOPOGRAPHY.
7.5-MINUTE QUAD SHEET AND C.O.E. PROJECT
3. GROUND SURFACE ELEV. ESTIMATED FROM U.S.G.S.
EL. 996.0’.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO
AFTER SAMPLING TO EL. 999.0’.
BOTTOM OF HOLE = EL. 1005.8’.
BOTTOM OF AUGER = EL. 1004.0’.
1. WATER LEVEL DETERMINED AFTER 2.5 HOURS.
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
NOTES
NOTES
07-27M
22 FEBRUARY 2007
10D
SPT MC LL PL
W.L. 1029.6
1001.012
10 19
35 16
104 38
46 111 34
101618
55 85 25
16 18 15
CL
CL
CH
CH
CL
CH
SP-SC
CL
-ML
APPROX.
G.S. 1041
APPROX.
WET, GR. (TILL)
CLAY, SANDY, GRAVELLY, STIFF,
BRN.
SAND, CLAYEY, LOOSE, SATURATED,
GR.
CLAY, SILTY, SOFT, WET, STICKY,
SOFT, WET, BRN-GREY (TILL).
CLAY, SILTY, SANDY, GRAVELLY,
LAMINATED, SCAT. ORGANICS, GR.
CLAY, SILTY, MED. STIFF, WET,
SATURATED, GREY-BRN.
SILT, CLAYEY, SOFT TO LOOSE,
LAMINATED, BRN. TO GR.
CLAY, SILTY, MED. STIFF, WET,
LAMINATED, YEL.-BRN.
CLAY, SILTY, MED. STIFF, MOIST,
MOIST, LAMINATED, BRN. (ALLUVIUM)
CLAY, SILTY, MED. STIFF (FROZEN),
BENTONITE GROUT.
5. HOLE BACKFILLED W/TREMIED HIGH SOLIDS
TOPOGRAPHY.
7.5-MINUTE QUAD SHEET AND C.O.E. PROJECT
4. GROUND SURFACE ELEV. ESTIMATED FROM U.S.G.S.
BOREHOLE.
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN OFFSET
EL. 1003.0’.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO
AFTER SAMPLING TO EL. 1006.0’.
BOTTOM OF HOLE = EL. 1016.4’.
BOTTOM OF AUGER = EL. 1011.0’.
1. WATER LEVEL DETERMINED AFTER 90 MINUTES.
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R D
H
R
A
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
B-203
N .A .V .D A
D J
B R
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
R E
A C
H
A
W E
S -1
-B -0
T E
S T P
IT
S
-3
T P -3
T P -4
T P
-4
T P
SHEET NO:
B-201
G-004
REFERENCES:
LEGEND, GENERAL NOTES & BORING LOGS
LEGEND & GENERAL NOTES
/0
/2
/2
/2
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:1
S p p r o j e c t s
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l P la n
P la n s
R D
H R
A
B lo g .d g n
SPT MC LL PL
09-39TP
14 DECEMBER 2009
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
NOTES
G.S. 1041.1’
1036.1’
23 36 15CL
CLAY, LEAN, LIGHT BROWN
TOPSOIL
P200
SPT MC LL PL
09-40TP
14 DECEMBER 2009
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
NOTES
G.S. 1042.3’
1036.3’
CL
CL
24 34 15
27 44 19
CLAY, LEAN, BROWNISH GRAY
CLAY, LEAN, LIGHT GRAYISH BROWN
TOPSOIL
P200
SPT MC LL PL
09-38TP
14 DECEMBER 2009
G.S. 1039.4’
1035.4’
30 59 20
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
NOTES
CH
CLAY, FAT, GRAYISH BROWN
TOPSOIL
P200
SPT MC LL PL
09-41TP
14 DECEMBER 2009
2. PIT BACKFILLED WITH EXCAVATED MATERIAL.
OF TEST PIT.
1. NO GROUNDWATER OBSERVED UPON COMPLETION
NOTES
G.S. 1041.1’
1036.1’
25 29 15CL
OL
CLAY, LEAN, LIGHT BROWN
ORGANIC CLAY, POSSIBLE TOPSOIL
P200
GENERAL PLAN
0 800’
SCALE IN FEET
1600’
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L
C-001
R D
H
R
A
C -0 g e n .d g n
H O
R
IZ
O N
T A
L /V
E R
T
IC
A L C
O N
T R
O L
N
CSAH 28
ROSEAU AIR
PORT
ALIGNMENT "F"
WEST LEVEE NORTH
T H
T
H S
T
T
H S
T
11TH AVE
400TH AVE
ROSEAU
LAGOONS
TREATMENT
SEWAGE
420TH AVE
C-101
C-102
C-103
CHANNEL
DIVERSION
H
Y
C
E
E K
F L
O W
R O S E A U
R
IV
E R
HORIZONTAL AND VERTICAL CONTROL POINTS
EASTINGNORTHING ELEV. DESCRIPTIONBENCHMARK
1044.02
1041.12
1039.63
1043.02
1042.79
1042.64
1044.36
1043.85
1047.68
1051.81
1044.12
1050.84
1993164.145
1993230.307
1993137.145
1989290.421
1989317.765
1988367.986
1987693.695
1987656.437
1987623.769
1990284.380
1998790.237
2000577.193
1208225.639
1209277.752
1205853.233
1205925.966
1206181.157
1204885.065
1200730.705
1198451.343
1195564.958
1195522.790
1200232.582
1207894.692
BM 1
BM NGS R 368
BM 50748 BM 1551
BM 51425
BM 4449
BM 4448
BM 54378
BM 3BM 2
BM RRWD 004
BM ROSEAU APT AZ MK
ALIGNMENT "A"
EAST LEVEE NORTH
F L O
W
BM 2
BM 3
BM 54378
BM 4449
BM 4448
BM 51425
BM 1551
BM 50748
BM 1
NGS BM AIRPORT PID #TC1268
NGS BM PID #DL2389
NGS BM PID #TC0516-CHURCH
HAY CREEK BRIDGE
LINE CTY. ROAD 28, 32’ N. OF
SET 3/4" REBAR W/CAP W.GRAVEL
LINE EXT.FIRE #R1462
LINE CTY. ROAD 28, S. DRIVEWAY
SET 3/4" REBAR W/CAP E.GRAVEL
330 ST.
ADJACENT EASTERLY EXT. OF
MAG NAIL E. TOP END OF 24" CMP
#50804
SIDE OF PRIVATE DRIVE-UPOL
N. OF W. END OF 330 ST. E.
RR SPIKE W. FACE 2ND UPOL
DRIVE EXT. SOUTH-UPOL #50805
OF 330 ST @ W. END/PRIVATE
RR SPIKE N. FACE OF UPOL S.
NORTHERLY "S" CURVE.
@ N. END OF 400TH AVE. S. OF
MAG NAIL E. TOP END OF 18" CMP
& MIN. MAINT. RD (320THS ST)
NE COR. OF INT. 11TH AVE NE.
SET 3/4" REBAR IN GRAVEL @
(2ND DRIVE N. OF WATER TOWER)
11TH AVE. NE & PRIVATE DRIVE
36" CMP @ NE COR. INT.
MAG NAIL SET N. END TOP OF
OF 11TH AVE NE & FRONTAGE RD
58’ SE OF LT. POLE S. & E.
COR. 11TH AVE NE & STH "11".
GPS BASE PT-3/4" REBAR SET NE
R 368
BM NGS
APT AZ MK
BM ROSEAU
BM RRWD
R E
A C
H
A
W E
S -1
-B -0
L-102
LIMITS OF WORK
LIMITS OF WORK
G E
N E
R A
L P
L A
MULTI-USE TRAIL
FUTURE DIVERSION CHANNEL
STOCKPILES
DIVERSION CHANNEL OUTLET
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
:5
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n iv il
R D
H R
A
C g e n .d
PLAN VIEW
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L S
CD101
R D
H
R
A
C D d e m .d g n
P L
N 1,210,500
N 1,210,000
N 1,209,500
E ,9
,5
E ,9
,0
E ,9
,5
E ,9
,0
E ,9
,0
E ,9
,5
F L O
W
FLOW
REMOVAL LEGEND
A C
H
A
CLEARING AND GRUBBING
200’0 100’
SCALE IN FEET
SHEET NO:
G-004
G-003
W E
S -1
-B -0
REFERENCES:
LEGEND & GENERAL NOTES
DRAWING INDEX
D E
M O
L
IT
IO
N R
E M
O V
A L S
NOTES:
CLEARING AND GRUBBING OPERATIONS.
ROSEAU RIVER PRIOR TO STARTING
3. INSTALL FLOATING SILT CURTAIN ACROSS
2. STUMPS SHALL BE REMOVED COMPLETELY.
CONSTRUCTION PLAN SHEETS.
1. UTILITY RELOCATION NOTES ARE SHOWN ON
DIVERSION CHANNEL C/L
CLEAR AND GRUB
LIMITS OF WORK
ROSEAU R
IVER
NORTH C/L
EAST LEVEE
LIMITS OF WORK
H
AY C
R
EEK
BM 3
1029 1029
A
A
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C D d e m .d
PLAN VIEW
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L S
CD102
R D
H
R
A
C D d e m .d g n
P L
REMOVAL LEGEND
A C
H
A
CLEARING AND GRUBBING
200’0 100’
SCALE IN FEET
SHEET NO:
G-004
G-003
W E
S -1
-B -0
REFERENCES:
LEGEND & GENERAL NOTES
DRAWING INDEX
D E
M O
L
IT
IO
N R
E M
O V
A L S
E ,9
,5
E ,9
,0
E ,9
,5
E ,9
,0
E ,9
,5
E ,9
,0
N 1,204,500
N 1,205,000
N 1,205,500
N 1,206,000
NOTES:
2. STUMPS SHALL BE REMOVED COMPLETELY.
CONSTRUCTION PLAN SHEETS.
1. UTILITY RELOCATION NOTES ARE SHOWN ON
LIMITS OF WORK
330TH ST
LIMITS OF WORK
DIVERSION CHANNEL C/L
(STOCKPILE AREA)
CLEAR AND GRUB
(STOCKPILE AREA)
CLEAR AND GRUB
15" CMP
" C
M P
1039 1039
10401040
10401040
1040 1040
10401040
104110411041
1 1041
10411041
1041 1041
104210421042
C
BM 4449
10431
10441044
A
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
:4
A
M
S p p r o j e c t s
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C D d e m .d
2102210 23 10
1 1041
43 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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
:5
A
M
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p ln .d g n
F L
O W
F L
O W
R O
S E
A U R
IV
E R
H A
Y C
R E E
K
DIVERSION CHANNEL C/L
EAST LEVEE NORTH C/L
A 0+00
A 5+00
PI-A2
A 10+00
A 15+00
A 20+00
F 0+00
PI-F2
F 5+00
LIMITS OF WORK
PI-2
PI-1
PI-A1
PI-F1
5+00
P I-R
P I-R
P I-R
P I-R
WL1
WL2
WL3
WL4
WL5
WL6
WL7
WL9
WL8
SEE NOTE 2
DITCH
NORTH C/L
WEST LEVEE
WL34
WL33 WL32
WL31
WL30
WL29
WL28
WL27
SEE NOTE 3
TEXAS CROSSING C/L
0+00
5+00
10+00 15+00
20+00
25+00
D3
RR1
RR2
RR3
RR4
RR5
RR6
RR7
RR8
RR9
RR10
RR11
RR12
RR13
RR14
RR15
RR17
RR16
D1
D2
D4
N
PLAN VIEW
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-101
P L
A N C
H A
N N
E L S
T A T
O
R D
H
R
A
C -1 p ln .d g n
S T
A F
T
O F
M A
T C
H L
IN
E W
IT
H S
H E
E T C -1
E 1,991,000
E 1,991,500
E 1,992,000
N ,2
,5
N ,2
,0
N ,2
,5
N ,2
,0
N ,2
,5
N ,2
,0
07-26M
07-27MU
07-27M
3:1
3:1
3:1
3:1
0.03%
K
C-304
:1
:1
R E
A C
H
A
L E
V E
E S
T A
A
.2
T
O A
LIMITS OF WORK
150’ CHANNEL BOTTOM
200’0 100’
SCALE IN FEET
P
C-305
W E
S -1
-B -0
TEXAS CROSSING
C-502
CHANNEL BOTTOM
TEXAS CROSSING IN
C-502
SHEET NO:
LP101
C-602
C-601
C-203 TO C-206
C-201 TO C-202
C-001
G-004
G-003
REFERENCES:
PLAN - TURF ESTABLISHMENT
CONTROL - GRADING
CONTROL - LIMITS OF WORK & ALIGNMENTS
PROFILES - LEVEES
PROFILES - DIVERSION CHANNEL
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
SEE NOTE 1
DIVERSION CHANNEL OUTLET
C-401
H
C-303
09-35TP
09-36TP
09-37TP
TEXAS CROSSING
C-502
ROCK TRENCH CHECK
C-501
NOTES:
WHERE CONTROL IS NOT PROVIDED.
MATCH EXISTING GRADE OUTSIDE OF DIVERSION CHANNEL
3. CUT AND FILL SLOPES OF TEXAS CROSSING SHALL BE 4:1.
2. FOR DITCH CONTROL, SEE CONTROL - GRADING REFERENCE.
FOR STA 5+00 TO 15+00 ON DIVERSION CHANNEL C/L.
1. SEE DETAIL PLAN 1, SHEET C-401 FOR TYPICAL SECTION CUTS
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p ln .d g n
T
H S
T
T
H S
T
DI
VERSIO
N
CHANNEL C
/L
WEST LEVEE NORTH C/L
DIVERSION CHANNEL C/L
EAST LEVEE NORTH C/L
A 20 +00
A 25 +00
A 30 +00
A 35+00
PI-A3
A 40+00
PI-F2
F 5+00
F 10+00
F 15+00
F 20+00
F 25+00
LIMITS OF WORK
LIMITS OF WORK
PI-3
PI-4
PI-A4
PI-F3
DITCH
EXIST
MATCH
PI-5
DITCH
EXIST
MATCH
G R
A
O
A
IN
WL7
WL9
WL10
WL18
WL19
WL24
WL25
WL8
SEE N
OTE
DI
TCH
NORTH
C/
L
WES
T L
EVEE
SEE NOTE 2
DITCH
MULTI-USE TRAIL C/L
MULTI-USE TRAIL C/L
SEE NOTE 2
DITCH
RELOCATED BY OTHERS
COMMUNICATION LINE TO BE
CHANNEL
FUTURE DIVERSION
WL26
30+00
35+00 40+00
45+00
50+00
D3
B18
D4
D5
D6
D21
D22
D20
D16D15
D19
D14
D13D12
D18
D11
D9
D10
D7
D17
D8
G4
GR6
G3 GR7
GR8
G2
B
B
B
B
B
B
B
B
B
B
B
B
B
GR5
GR4
G1
GR9
GR3
GR1
C1
C6
C7
C8
C9
GR1
GR1
GR2
GR1
D23
GR1
GR1
GR1
GR1
D24
C5
C4 G5
G6 R1
R2
R3
R4
R5
R6
R7
R8
R9
R1
R
R
R
R
R
R
C2
C1
C3
G
G
B
B
B
B
PLAN VIEW
N
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-102
R D
H
R
A
C -1 p ln .d g n
M A
T C
H L
IN
E W
IT
H S
H E
E T C -1
M A
T C
H L
IN
E W
IT
H S
H E
E T C -1
N ,2
,5
E 1 ,99
2,0
E 1 ,99
1,5
N ,2
,0
E 1 ,99
1,0
N ,2
,5
N ,2
,0
N ,2
,0
N ,2
,5
07-24M
0.03%
3:1
3:1
:15
:15
150’ CHANNEL BOTTOM
3:1
3:1 H
C-303
K
C-30
J
C-303
M
C-304
R E
A C
H
A
S T
A F
T
O F
L E
V E
E S
T A
A
T
O A
5.60%
N
C-305
P L
A N C
H A
N N
E L S
T A T
O
.1
EL 1038.20
75’ LT
STA 49+18.46
EL 1038.11
75’ RT
STA 48+41.54
P
C-305
Q
C-305 R
C-306
200’0 100’
SCALE IN FEET
W E
S -1
-B -0
NOTES:
REFERENCE.
2. FOR DITCH CONTROL, SEE CONTROL - GRADING
DRAINAGE DITCH DURING HAULING OPERATIONS.
1. INSTALL A TEMPORARY CULVERT AT 330TH ST
330TH ST
TRAILHEAD PARKING AREA -
C-402
SHEET NO:
LP101 TO LP102
L-601
L-101 TO L-102
C-602
C-601
C-203 TO C-206
C-201 TO C-202
C-001
G-004
G-003
REFERENCES:
PLAN - TURF ESTABLISHMENT
CONTROL - MULTI-USE TRAIL ALIGNMENTS
PLAN - MULTI-USE TRAILS
CONTROL - GRADING
CONTROL - LIMITS OF WORK & ALIGNMENTS
PROFILES - LEVEES
PROFILES - DIVERSION CHANNEL
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
L
C-304
09-37TP
09-38TP
09-39TP
09-40TP 09-41TP
103910
1041 1
1 1
42104
3 1
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p ln .d g n
T
H S
T
SEWAGE TREATMENT LAGOONS
DITCH
EXIST
MATCH
WL18
WL19
WL20
WL21
WL22
WL23
RELOCATED BY OTHERS
COMMUNICATION LINE TO BE
LIMITS OF WORK
LIMITS OF WORK
T Y
P
:1
T Y
P
:1
CHANNEL
FUTURE DIVERSION
FUTURE DIVERSION CHANNEL
STOCKPILE
LEAN IMPERVIOUS FILL
STOCKPILE
IMPERVIOUS FILL
N
PLAN VIEW
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-103
R D
H
R
A
C -1 p ln .d g n
M A
T C
H L
IN
E W
IT
H S
H E
E T C -1
R E
A C
H
A
P L
A N
E 1, ,000
E 1, ,500
E 1, ,000
E 1, ,500
N ,2
,0
N ,2
,5
N ,2
,0
N ,2
,5
N ,2
,5
G
E
H
F
A
B
D
C
H
G
F
E
D
C
B
A
200’0 100’
SCALE IN FEET
W E
S -1
-B -0
S
C-306
1,205,228.7
1,205,711.2
1,205,357.5
1,205,582.5
1,204,693.9
1,205,411.8
1,204,564.9
1,205,283.1
1,990,108.0
1,990,064.3
1,989,869.0
1,990,303.1
1,990,240.4
1,990,636.9
1,990,479.8
1,990,875.7
(Y)
NORTHING
ID
POINT
(X)
EASTING
STOCKPILE LIMITS
S T
O C
K P
IL
E S F
U T
U R
E D
IV
E R
S
IO
N C
H A
N N
REFERENCES:
PLAN - TURF ESTABLISHMENT
CONTROL - LIMITS OF WORK & ALIGNMENTS
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
SHEET NO:
LP102
C-601
C-001
G-004
G-003
NOTES:
AFTER SEEDING THE STOCKPILE AREAS.
3. INSTALL SILT FENCE AROUND EACH STOCKPILE AREA IMMEDIATELY
. DURING HAULING OPERATIONS TO STOCKPILE AREA
2. INSTALL A TEMPORARY CULVERT AT 330TH ST DRAINAGE DITCH
SEED STOCKPILE AREAS AS SHOWN ON LP102.
TEMPORARY SEED. DO NOT PLACE TOPSOIL ON STOCKPILE AREAS.
FROM 330TH ST. RESTORE ACCESS ROAD WITH 4" TOPSOIL AND
1. STRIP LIMITS OF STOCKPILE AREA AND TEMPORARY ACCESS
E L E
V A
T
IO
N
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 11+0010+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-201
P R
O F
IL
E
S T
A T
O
R D
H
R
A
C -2 p rf .d g n
DIVERSION CHANNEL PROFILE
DIVERSION CHANNEL PROFILE
R E
A C
H
A
SHEET NO:
C-101 TO C-102
C-001
G-004
G-003
W E
S -1
-B -0
D
IV
E R
S
IO
N C
H A
N N
E L
REFERENCES:
PLAN - CHANNEL
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
FILL STOCKPILE.
BORROW WITH THE EXCESS PLACED IN THE IMPERVIOUS
EXCLUDING STRIPPING, MAY BE USED AS COMMON
STOCKPILE. ALL OTHER EXCAVATED MATERIAL,
WITH EXCESS PLACED IN THE LEAN IMPERVIOUS FILL
AND ARE TO BE USED FOR CONSTRUCTION OF LEVEES
EL 1030 ARE CLASSIFIED AS LEAN IMPERVIOUS FILL
EXCAVATED FROM THE DIVERSION CHANNEL ABOVE
5. WITH THE EXCEPTION OF STRIPPING, MATERIALS
THE LEVEE OR CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
RIPRAP OR BITUMINOUS. SEE SECTIONS FOR MORE DETAIL.
2. FINISHED GRADE IS EITHER TOP OF TOPSOIL, AGGREGATE,
1. PROFILE SHOWN IS FINISHED GRADE AT CENTERLINE.
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p r f .d g n
NOGAP105010000.000000CHANNEL200
1.00%
EL 1028.00
E L
.0
INTERSECTION
& HAY CREEK
ROSEAU RIVER
EXISTING GROUND
ROSEAU RIVERFLOW
P V I S
T A
.0
B E
G
IN
D
IV
E R
S
IO
N C
H A
N N
E L
BOTTOM OF DIVERSION CHANNEL
1.00%
0.01%
EL 1028.00
EL 1037.17
EXISTING GROUND
E L
.1
P V I S
T A
.0
BOTTOM OF DIVERSION CHANNEL
STA 6+77.04
CROSSING
TEXAS
STA 19+00=
07-27M
22 FEBRUARY 2007
W.L. 1029.6
1001.0
CL
CL
CH
CH
CL
CH
SP-SC
CL
-ML
APPROX.
G.S. 1041
APPROX.
09-35TP
14 DECEMBER 2009
G.S. 1041.3’
1031.3’
CL
CL
09-36TP
14 DECEMBER 2009
G.S. 1039.4’
1035.4’
CL
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
35+0034+0033+0032+0031+0030+0029+0024+00 25+00 26+00 27+00 28+00
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-202
P R
O F
IL
E
R D
H
R
A
C -2 p rf .d g n
DIVERSION CHANNEL PROFILE
DIVERSION CHANNEL PROFILE
R E
A C
H
A
36+00 37+00 38+00
48+0047+0046+0045+0044+0043+0042+0041+0040+0039+0038+00
S T
A T
O
.1
49+00 50+00
NOTES:
OR BITUMINOUS. SEE SECTIONS FOR MORE DETAIL.
2. FINISHED GRADE IS EITHER TOP OF TOPSOIL, AGGREGATE
THE LEVEE OR CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
FIELD.
APPROXIMATE AND SHALL BE LOCATED IN THE
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
W E
S -1
-B -0
D
IV
E R
S
IO
N C
H A
N N
E L
REFERENCES:
PLAN - MULTI-USE TRAILS
PLAN - CHANNEL
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
SHEET NO:
L-101
C-101 TO C-102
C-001
G-004
G-003
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p r f .d g n
0.01%
EL 1037.17
EL 1037.31
EXISTING GROUND
BOTTOM OF DIVERSION CHANNEL
0.01%
EL 1037.31
EXISTING GROUND
.0
E L
.8
P V I S
T A
.0
E L
.4
STA W2 8+11.28
MULTI-USE TRAIL
STA 46+75=
P V I S
T A
.1
E N
D D
IV
E R
S
IO
N C
H A
N N
E L
BOTTOM OF DIVERSION CHANNEL
ST
330TH
TO BE RELOCATED BY OTHERS
APPROXIMATE LOCATION
EXIST UNDERGROUND COMMUNICATION LINE
G.S. 1041.4’
1021.4’
W.L. 1030.5’
CL
CL
CH
ML
21 FEBRUARY 2007
07-24M
09-37TP
14 DECEMBER 2009
G.S. 1039.5’
1035.5’
CL
09-38TP
14 DECEMBER 2009
G.S. 1039.4’
1035.4’
CH
09-39TP
14 DECEMBER 2009
G.S. 1041.1’
1036.1’
CL
09-40TP
14 DECEMBER 2009
G.S. 1042.3’
1036.3’
CL
CL
09-41TP
14 DECEMBER 2009
G.S. 1041.1’
1036.1’
CL
OL
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
A 0+00
A 11+00
EAST LEVEE NORTH PROFILE
EAST LEVEE NORTH PROFILE
A 11+00A 1+00 A 2+00 A 3+00 A 4+00 A 5+00 A 6+00 A 7+00 A 8+00 A 9+00 A 10+00
A 24+00A 17+00 A 18+00 A 19+00 A 20+00 A 21+00 A 22+00 A 23+00A 12+00 A 13+00 A 14+00 A 15+00 A 16+00
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-203
P R
O F
IL
E
E A
S T L
E V
E E N
O R
T H
R D
H
R
A
C -2 p rf .d g n
07-26M
22 FEBRUARY 2007
S T
A
A
.2
T
O A
R E
A C
H
A
SHEET NO:
C-101 TO C-102
C-001
G-004
G-003
W E
S -1
-B -0
REFERENCES:
PLAN - LEVEES
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
NOTES:
THE LEVEE OR CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p r f .d g n
NOGAP105010000.000000LEV-EAST-NTH200
EL 1046.11
E L
.0
P V I S
T A A
.2
B E
G
IN
L
E V
E E
EXISTING GROUND
HAY CREEK
TOP OF LEVEE
E L
.5
E L
.1
P V I S
T A A
.7
P V I S
T A A
.0
STA 0+52.87
TEXAS CROSSING
STA A 6+00=
.0
0%
0.065%
EL 1046.36
EL 1046.11
EXISTING GROUND
TOP OF LEVEE
P
V I S
T A A
.0
E L
.1
0.035%0.00%
G.S. 1039.0
W.L. 1032.7
CL
ML
CH
CL
-CL
CH
CH
CH
CL
APPROX.
APPROX.
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
A 35+00
EAST LEVEE NORTH PROFILE
EAST LEVEE NORTH PROFILE
A 24+00 A 35+00A 25+00 A 26+00 A 27+00 A 28+00 A 29+00 A 30+00 A 31+00 A 32+00 A 33+00 A 34+00
A 36+00 A 37+00 A 38+00 A 39+00 A 40+00 A 41+00
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-204
P R
O F
IL
E
E A
S T L
E V
E E N
O R
T H
R D
H
R
A
C -2 p rf .d g n
R E
A C
H
A
S T
A
A
T
O A
W E
S -1
-B -0
REFERENCES:
PLAN - MULTI-USE TRAILS
PLAN - LEVEES
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
SHEET NO:
L-101
C-101 TO C-102
C-001
G-004
G-003
NOTES:
THE LEVEE OR CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p r f .d g n
EL 1046.36 EL 1047.62
EXISTING GROUND
P V I S
T A A
.0
TOP OF LEVEE
E L
.5
0.035% 0.210%
EL 1047.62
EXISTING GROUND
330TH ST
TOP OF LEVEE P
V I S
T A A
.3
.0
P V I S
T A A
E N
D L
E V
E E
E L
.9
E L
.4
TRAIL CROSSING
10’ MULTI-USE
STA A 38+60.88=
TO BE RELOCATED BY OTHERS
APPROXIMATE LOCATION
EXIST UNDERGROUND COMMUNICATION LINE
0.210%
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
F 0+00
F 11+00
F 1+00 F 2+00 F 3+00 F 4+00 F 5+00 F 6+00 F 7+00 F 8+00 F 9+00 F 10+00 F 11+00
F 24+00F 16+00 F 17+00 F 18+00 F 19+00 F 20+00 F 21+00 F 22+00 F 23+00F 12+00 F 13+00 F 14+00 F 15+00
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-205
P R
O F
IL
E
S T
A F
T
O F
R D
H
R
A
C -2 p rf .d g n
W E
S T L
E V
E E N
O R
T H
WEST LEVEE NORTH PROFILE
WEST LEVEE NORTH PROFILE
R E
A C
H
A
W E
S -1
-B -0
REFERENCES:
PLAN - MULTI-USE TRAILS
PLAN - LEVEES
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
SHEET NO:
L-101
C-101 TO C-102
C-001
G-004
G-003
NOTES:
THE LEVEE OR CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
:1
A
M
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p r f .d g n
NOGAP105010000.000000LEV-WEST-NTH200
0.00%
EL 1046.19
TOP OF LEVEE
EXISTING GROUND
E L
.0
P V I S
T A F
.0
P V I S
T A F
.4
E L
.3
P V I S
T A F
.0
B E
G
IN
L
E V
E E
E L
.0
.0
0%
0.072%
EL 1046.19 EL 1047.13TOP OF LEVEE
EXISTING GROUND
STA W2 16+85.57
TRAIL CROSSING
MULTI-USE
STA F 22+80.06=
0.072%
E L E
V A
T
IO
N
E L E
V A
T
IO
N
F 24+00 F 25+00 F 26+00 F 27+00
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
C-206
P R
O F
IL
E
R D
H
R
A
C -2 p rf .d g n
W E
S T L
E V
E E N
O R
T H
WEST LEVEE NORTH PROFILE
R E
A C
H
A
S T
A F
T
O F
SHEET NO:
C-101 TO C-102
C-001
G-004
G-003
W E
S -1
-B -0
REFERENCES:
PLAN - LEVEES
GENERAL PLAN
LEGEND & GENERAL NOTES
DRAWING INDEX
NOTES:
THE LEVEE OR CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C p r f .d g n
EL 1047.13
330TH STP
V I S
T A F
.9
P V I S
T A F
.0
E N
D L
E V
E E
E L
.5
E L
.3
.0
TOP OF LEVEE
EXISTING GROUND
TO BE RELOCATED BY OTHERS
APPROXIMATE LOCATION
EXIST UNDERGROUND COMMUNICATION LINE
0.072%
E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 130120-10-20-30-40-50-60-70-80-90-100-110-120-130
0 10 20 30 40 50 60 70 80 90 100 110 130120-10-20-30-40-50-60-70-80-90-100-110-120-130
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
C-301
R D
H
R
A
C -3 s e c .d g n
E L E
V A
T
IO
N
E L E
V A
T
IO
N
1050 1050
0 10 20 30 40 50 60 70 80 90 100 110 130120-10-20-30-40-50-60-70-80-90-100-110-120-130
C/L
DIVERSION CHANNEL
C/L
DIVERSION CHANNEL
C/L
DIVERSION CHANNEL
VARIES
VARIES
3.5
3.5
3.5
3.5
12" STRIPPING
12" STRIPPING
12" STRIPPING
SEE PROFILE
EL VARIES
SEE PROFILE
EL VARIES
SEE PROFILE
EL VARIES
LEVEL
LEVEL
LEVEL
24" RIPRAP R30
9" BEDDING B1
9" BEDDING B1
24" RIPRAP R30
9" BEDDING B1
24" RIPRAP R30
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SUBMERGED TOE
END RIPRAP 7
END RIPRAP
C-501
END RIPRAP
END PROTECTION
C-501
HAY CREEK
HAY CREEK
ROSEAU RIVER
ROSEAU RIVER
ROSEAU RIVER
R E
A C
H
A
S E
C T
IO
N S
EXCAVATE
EXCAVATE
EXCAVATE
W E
S -1
-B -0
D
IV
E R
S
IO
N C
H A
N N
E L
TYPICAL SECTION
STA 6+33 TO 7+36
DIVERSION CHANNEL
C
C-401
STA 5+50 TO 6+33
B
C-401
STA 5+00 TO 5+50
A
C-401
SUBMERGED TOE
END RIPRAP 7
VARIES
RIVER BOTTOM
MATCH EXIST
SLOPE VARIES,
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps a u t o t im e
:2
S
A E
C
C E
M V
P d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R D
H R
A
C s e c .d
E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 130120-10-20-30-40-50-60-70-80-90-100-110-120-130
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
D J S
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/2
/2
/2
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
C-302
R D
H
R
A
C -3 s e c .d g n
E L E
V A
T
IO
N
E L E
V A
T
IO
N
1050 1050
0 10 20 30 40 50 60 70 80 90 100 110 130120-10-20-30-40-50-60-70-80-90-100-110-120-130
C/L
DIVERSION CHANNEL
C/L
DIVERSION CHANNEL
VARIES
VARIES
12" STRIPPING
12" STRIPPING
SEE PROFILE
EL VARIES
SEE PROFILE
EL VARIES
LEVEL
6" BEDDING B1
15" RIPRAP R30
6" BEDDING B1
15" RIPRAP R30
4" TOPSOIL & SEED4" TOPSOIL & SEED
VARIES
VARIES
1.0% 1.0%
EL 1038 (TYP)
END RIPRAP
EXISTING GROUND
EXISTING GROUND
C-501
END RIPRAP
C-501
END RIPRAP
C-501
R E
A C
H
A
0 10 20 30 40 50 60 70 80 90-10-20-30-40-50-60-70-80-90-100-110-120
C/L
DIVERSION CHANNEL
SEE PROFILE
EL VARIES
9" BEDDING B1
-130-140
30" RIPRAP R30
EXISTING GROUND END RIPRAP
C-501
146.75’
END…
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