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Attached to: Roseau Reach 1 Plug Removal Federal contract opportunity
Solicitation number: W912ES-16-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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CHANNEL

DIVERSION

EXISTING

VICINITY MAP

L/D 10

L/D 9

L/D 1

L/D 2 L/D 3

L/D 5

L/D 7

L/D 4

L/D 5A L/D 6

L/D 8

MINOT

ROCHESTER

MANKATO

BRAINERD

BEMIDJI

DULUTH

C A N A D A

ST. PAULS.A.F. L/D'S

STATE BOUNDARIES

RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

PROJECT

LOCATION MINNEAPOLIS

L/D LOCK AND DAM

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

S O U R

DEVIL'S

LAKE

R E D

R I V E R O F T H E N O R T H

LAKE OF

THE WOODS

UPPER

RED LAKE

LOWER

RED LAKE

LAKE

ITASCA

CASS

LAKE

WINNIBIGOSHISH

GRAND RAPIDS

LEECH

LAKE

MILLE

LACS

LAKEM

IR.

S T C

ROI

X R .

LAKE

PEPIN

INNE

OTA

RIVER

BIGSTONE

LAKE

TRAVERSE

ST.CLOUD

WIS

CONSIN R.

MICHIGAN

LAKE SUPERIOR

LEGEND

LOCATION MAP

LAKE

ASHTABULA

SHEYENNE

DARLING

LAKE

FORKS

GRAND

EAU CLAIRE

MADISON

PORTAGE

P E W A

CITY

VALLEY

SCALE:1"=1000'

2000'1000'

NOT TO SCALE

R F

R M

P R

G -0 d g n

R F

R M

P R

G -0 d g n

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

T H

O M

A S B S

U L L

E P

G C

G-002

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

T H

O M

A S B S

U L L

E P

G C

G-002

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

Y A

N D L

O C

A T

N M

A P

Y A

N D L

O C

A T

N M

A P

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

PROJECT

LOCATION

300TH STREET

CSAH 24

TH 11

C S

A H

F L

O W

R O

S E

A U R

E R

ROSEAU

R O

S E

A U C

O U

N T

N E

S O

T A

R O

S E

A U C

O U

N T

N E

S O

T A

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

Sheet

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

T H

O M

A S B S

U L L

E P

G C

G E

N E

R A

L N

O T

E S A

N D L

E G

E N

D R

A W

G I

N D

E X

G-003

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

GENERAL PROJECT NOTES:

GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

GENERAL LEGEND

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

FRONT SIDE

SECTION

ELEVATION

TOP

C-501

97-41M

AND NUMBER

BORING LOCATION

P.I. POINT

EXIST

MAX

MIN

SST

TYP

EXISTING

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

STAINLESS STEEL

TOP AND BOTTOM

TYPICAL

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BITUMINOUS

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

BOT

C/L

C&G

CMP CORRUGATED METAL PIPE

EXPANSION JOINT

ELEVATION

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

MIRR MIRRORED

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

BITUM

CENTER LINE

CLR CLEAR

CONC

DIA

MISC

SPEC

T&B

UGND

WIDTH

WATER MAINWM

RIVERWARDR/W

LONG

LANDWARDL/W

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION

C-102

C-302

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

A A

DOWN STREAM

UPSTREAM

RIPRAP LIMIT

RW ROCK WEIR

AEW APRON END WALL

RCCP REINFORCED CONCRETE PIPE

SURVEY CONTROL POINT

LAYOUT CONTROL POINT

FILL

CUT

WATERMAIN

MANHOLE

CATCHBASINCB

WATER VALVE

FIRE HYDRANT

SANITARY SEWER

EXISTING

STORM SEWER

EXISTING

SANITARY SEWER

NEW

NEW STORM SEWER

LEVEE

AND NUMBER

DWG OUTLINE

OVERHEAD P0WER

EXISTING

SHEETPILE

SHEET ID X-000

R F

R M

P R

G -0 d g n

R O

S E

A U C

O U

N T

N E

S O

WORK LIMITS

AVOID DAMAGE TO THESE UTILITIES.

AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO

THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION

LOCATION OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE.

5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND

LIDAR MAPPING.

OBTAINED AFTER REACH 1 CONSTRUCTION NOVEMBER 2015, AND

4. BASE MAPPING CONSISTS OF TOPOGRAPHIC GROUND SURVEYS

GRID SYSTEM, NORTH ZONE, NAD 83.

3. COORDINATES BASED ON MINNESOTA STATE PLANE

2. ELEVATION REFER TO N.A.V.D. (1988 ADJ.)

CONTRACTING OFFICER UPON CONTRACT AWARD.

VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE

1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

Sheet

DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

CS601

CS301

CS201

CS102

CS101

B-201

G-101

G-003

G-002

G-001

RFRMPR_CS601---.dgn

RFRMPR_CS301---.dgn

RFRMPR_CS201---.dgn

RFRMPR_CS102---.dgn

RFRMPR_CS101---.dgn

RFRMPR_B-201---.dgn

RFRMPR_G-101---.dgn

RFRMPR_G-003---.dgn

RFRMPR_G-002---.dgn

RFRMPR_G-001---.dgn

CONTROL TABLES

TYPICAL SECTIONS AND DETAIL

PROFILE DIVERSION CHANNEL AND BIKE RAMP

PLAN VIEW DIVERSION CHANNEL

PLAN VIEW DISPOSAL AREA

CIVIL/SITE DRAWINGS

BORING LOGS NOTES AND LEGEND 07-08M AND 07-10M

GEOTECHNICAL DRAWINGS

GENERAL PLAN

DRAWING INDEX GENERAL NOTES AND LEGEND

VICINITY AND LOCATION MAP

PLAN VIEW COVER SHEET

ROSEAU REACH 1 PLUG REMOVAL

DESCRIPTION

CONSTRUCTION DRAWING INDEX

PRODUCT I.D.

DRAWING NO.

AS-BUILT

REF.

SHEET

DESCRIPTIONDRAWING NO. PRODUCT I.D.

REFERENCE DRAWING INDEX

RFRMUH11_CS601eas.dgn

RFRMUH11_CS103eas.dgn

RFRMUH11_CS102eas.dgn

RFRMUH11_G-003eas.dgn

RFRMUH11_G-002eas.dgn

RFRMUH11_G-001eas.dgn

RFRMUH11_C-103pln.dgn

STGIP001

COORDINATE TABLES

PLAN VIEW CHANNEL STA. 52+00 TO 80+00

PLAN VIEW CHANNEL STA. 28+00 TO 52+00

GENERAL PLAN

DRAWING INDEX AND LEGENCD

VICINITY AND LOCATION MAP

REAL ESTATE

DIVERSION CHANNEL STA 52+00 TO 80+37.59

CIVIL DRAWINGS

BEST MANAGEMENT PRACTICES FOR EROSION & SEDIMENT CONTROL

EROSION CONTROL

FLOW HYDROGRAPHS - 2001-2010

FLOW HYDROGRAPHS - 1999-2009

FLOW DURATION CURVES - JULY-DECEMBER

FLOW DURATION CURVES - JANUARY-JUNE

HYDROGRAPHS

Z2-22A

CS601

CS103

CS102

G-003

G-002

G-001

C-103

10451045

1045 1045

10501050

1055 1055

10551055 10551055

10551055

105510

SLOPE FAILURE

DIVERSION CHANNEL CONTROL LINE

DIVERSION CHANNEL

ATPLUG REMOVAL

EXISTING DIVERSION CHANNEL

BIKE RAMP

STOCKPILE

SPOIL AREA

EXISTING

WORK LIMITS

ACCESS ROAD

F R

M P

G -1 d g n

R F

R M

P R

G -1 d g n

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

T H

O M

A S B S

U L L

E P

G C

G-101

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

T H

O M

A S B S

U L L

E P

G C

G-101

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

R O

S E

A U C

O U

N T

N E

S O

T A

R O

S E

A U C

O U

N T

N E

S O

T A

G E

N E

R A

L P

L A

N G

E N

E R

A L P

L A

HORIZONTAL AND VERTICAL CONTROL POINTS

BENCHMARK

OF BRIDGE OVER DIVERSION CHANNEL. CO RD 24

BRASS CAP UNSTAMPED. TOP OF RIGHT WINGWALL 1058.44 1,987,416.861,190,549.87USACE 68540

NGS PID DE78781052.28 1,984,187.671,195,634.386803N

NGS PID TC05191048.71 1,982,388.171,195,630.20ROSEAU RESET

NGS PID AJ86561052.83 1,984,340.761,185,065.12LUNG

NGS PID AJ86651056.25 1,981,987.811,185,062.19SUNSTEN 400'0 200'

GENERAL PLAN

NORTHING EASTING DESCRIPTIONEL.

5121'

LUNG

5845'

SUNSTEN

USACE

68540

6803N

ROSEAU RESET

CSAH 24

07-10MU

07-10M

07-8M

R O

S E

A U R

E R

F L

O W

CS102

CITY PARK

300TH STREET

CS101

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T H

O M

A S B S

U L L

E P

G C

-0

M A

N D

-1

N O

T E

S A

N D L

E G

E N

B O

G L

O G

B-201

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

R O

S E

A U C

O U

N T

N E

S O

T A

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

R F

R M

P R

B -2 d g n

WATER SURFACE ELEVATION ON DAY OF BORING

GROUND SURFACE ELEVATION AT BORING

CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES

WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES

SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES

POORLY GRADED GRAVELS, LITTLE OR NO FINES

WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES

SILTY SANDS, SAND - SILT MIXTURES

CLAYEY SANDS, SAND - CLAY MIXTURES

INORGANIC SILTS, LIQUID LIMIT LESS THAN 50

INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50

INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50

INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50

ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50

BORDERLINE MATERIAL

STRATIFIED MATERIAL

LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE

NO RECOVERY

WATER LEVEL ON DATE OF BORING

ELEVATION AT BOTTOM OF BORING

ELEVATION IN METERS

DATE OF BORING

( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).

THAN 50 PEAT

ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER

YEAR OF BORING-BORING NUMBER, BORING TYPE

SP-

SP&

W.S. 1026.7

G.S. 1020.2

W.L. 726.7

700.1

(238.56)

1 MAY 1984

84-1M

GENERAL BORING LEGEND

GENERAL BORING NOTES

LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.

9. THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE

8. ELEVATIONS REFERENCED TO N.A.V.D. 1988 UNLESS SPECIFIED OTHERWISE.

OTHERWISE, ALL CORE IS 4-INCH DIAMETER.

RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED

7. % RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT

4-INCHES.

COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN

6. RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY

LEFT OF THE BORING STAFF.

5. D SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE

BORING STAFF.

4. ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE

SHOWN.

NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS

A 1… X 2-INCH SAMPLER, 3#8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING

AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE

3. BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT

TO THE LEFT OF THE BORING STAFF.

2. MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN

SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.

INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A

LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT

1. GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE

D MC LL PL 10

NOTES

G.S. 1053.9

1004.4

37 94 35

25 27 15

49 69 30

25 23 20

-SM

SP-

CL&

-SP-SC

W.L. 1047.2

BENTONITE GROUT.

4. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS

OFFSET BOREHOLE.

3. 5-INCH UNDISTURBED SAMPLES TAKEN IN

TO EL. 1005.9'.

2. HOLE STABILIZED WITH HOLLOW STEM AUGER

AFTER SAMPLING TO EL. 1033.9'.

BOTTOM OF HOLE = EL. 1039.5''

BOTTOM OF AUGER = EL. 1038.9'.

1. WATER LEVEL DETERMINED AFTER 16 HOURS.

SATURATED, BRN.

SAND, CLAYEY, MED. DENSE,

BRN. TO GR.

WET-SATURATED, THIN-BEDDED,

W/SAND, CLAYEY, HARD-DENSE,

CLAY, GRAVELLY, SANDY INTERBEDDED

BRN.

SAND, CLAYEY, DENSE, SATURATED,

THIN-BEDDED, GR. TO BRN.

SAND, CLAYEY, DENSE, SATURATED,

SATURATED, BRN.

SAND, SILTY, MED. DENSE,

DENSE, SATURATED, BRN.

SAND, SILTY, GRAVELLY, MED.

STIFF, WET, BRN. (TILL)

CLAY, GRAVELLY, SANDY, MED.

SATURATED, BRN.

SAND, SILTY, GRAVELLY, LOOSE,

BRN.

SILT, CLAYEY, LOOSE, SATURATED,

BRN.-GR.

BLOCKY TEXTURE, LAMINATED,

CLAY, SILTY, MED. STIFF, WET,

STAIN.

LAMINATED, YEL.-BRN. W/ Fe

CLAY, SILTY, MED. STIFF, WET,

W/ Fe MOTTLE.

LAMINATED, DK. BRN. AND GR.

MED. STIFF (FROZEN), MOIST,

CLAY, SILTY, ORGANIC RICH,

07-10M

27-28 JANUARY 2005

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

Sheet

D MC LL PL 10

NOTES

G.S. 1039.9

989.9

W.L. 1035.0

17 19 15

21 29 16

SM&

GP-

SW-

-SP-SC

BENTONITE GROUT.

3. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS

BELOW EL. 1026.9'.

1026.9'. HOLE STABILIZED WITH DRILLING MUD

PULLED AND 4-INCH I.D. CASING SET TO EL.

2. HOLLOW STEM AUGER SET TO EL. 1029.9'. AUGER

AFTER SAMPLING TO EL. 1024.9'.

BOTTOM OF HOLE = EL. 1031.2'.

BOTTOM OF AUGER = EL. 1029.9'.

1. WATER LEVEL DETERMINED AFTER 20 MINUTES.

(DRIFT)

SATURATED, LAMINATED, GR.

SAND, CLAYEY, DENSE-V. DENSE,

BRN. TO GR. (DRIFT)

V. DENSE, SATURATED, THIN-BEDDED,

SAND, SILTY, GRAVELLY, DENSE-

TO WET, BRN. (TILL)

MED. DENSE TO STIFF, SATURATED

BEDDED W/ CLAY, SANDY, GRAVELLY,

SAND, GRAVELLY, SILTY, INTER-

WET, BRN. (TILL)

CLAY, GRAVELLY, SANDY, STIFF,

LAMINATED, GR.

GRAVEL, CLAYEY, LOOSE, SOFT,

MED. STIFF, WET, GR.

CLAY, SILTY, SANDY, GRAVELLY,

BRN. (ALLUVIUM)

MOIST-WET, LAMINATED IN ZONES,

CLAY, SILTY, MED. STIFF (FROZEN),

26-27 JANUARY 2007

07-8M

105510

1055 1055 1055 1055

USE TRAIL

EXISTING MULTI-

BIKE RAMP CONTROL LINE

SEE NOTE 1

OF EXCAVATED MATERIAL FROM PLUG REMOVAL

STOCKPILE APPROXIMATELY 300 CUBIC YARDS

CHANNEL BOTTOM

DIVERSION

EXISTING

SEE NOTE 2

BIKE RAMP

EXISTING SPOIL AREA

OFFSET=71.86

STA B 0+28.48

OFFSET=134.23

STA B 0+31.98

EL. 1077.99

20'x20' TOP

WL100

WL105

WL110

WL125

WL130

WL135

WL120

WL115

SLOPE

12%

CS301

W O

R K L

WORK L

ITS

W O

R K L

CSAH 24

PI-B1

PI-B2

STA B 1+73.55

EDGE OF BIKE RAMP TOP

STA B 1+98.55

EDGE OF BIKE RAMP TOP

1V :4

1V:4H

1V :4

V :4

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R F

R M

P R

S .d g n

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

T H

O M

A S B S

U L L

E P

G C

P L

A N V

N A

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

CS101

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

PLAN VIEW

120'0 60'

R O

S E

A U C

O U

N T

N E

S O

T A

GENERAL NOTES: SHEETS CS101 THRU CS301

P O

S A

L A

R E

CONTRACTING OFFICER IF EXCAVATED MATERIAL QUANTITIES DIFFER FROM THE ESTIMATED CONTRACT QUANTITIES.

EXACT AMOUNT OF EXCAVATED MATERIAL. THE DIMENSIONS AND ELEVATIONS SHALL BE COORDINATED WITH THE

2. WHILE PLACING THE BIKE RAMP MAINTAIN THE REQUIRED SLOPES AND SETBACKS AS SHOWN, REGARDLESS OF

STOCKPILE TOPSOIL PRIOR TO PLACEMENT OF EXCAVATED MATERIAL.

HEIGHT AND LOCATION OF STOCKPILE SHALL BE COORDINATED WITH THE CONTRACTING OFFICER. STRIP AND

1. STOCKPILE SHALL BE LIMITED TO APPROXIMATELY 300 CY OF EXCAVATED MATERIAL. THE EXACT DIMENSIONS, S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

10451045

DIVERSION CHANNEL CONTROL LINE

EXISTING SHEET PILE WEIR

DO NOT DISTURB

CONDITIONS WITHIN WORK LIMITS

TO PRE-CONSTRUCTION

RESTORE PAVED TRAIL

10% SLOPE

STA 68+80 - STA 71+00 SEE NOTE 1

APPROXIMATE SLOPE FAILURE LIMITS:

TIE INTO EXISTING GROUND

OF THE WORK LIMITS

MAT LOCATED OUTSIDE

TURF REINFORCEMENT

DO NOT DISTURB THE

WL300

WL305

WL310

WL315

WL320

WL325

WL330

WL335

WL340

WL345

WL350

WL355

WL365

WL370

WL375

WL380WL385

WL390

WL395

WL400

WL445

WL450

WL420

WL425

WL360

1V:5H 1V:5H

1V:5H

BEGIN PLUG REMOVAL

STA 77+31

END PLUG REMOVAL

STA 80+37.59

CS3

PI-8

PI-7

PI-6

R O

S E

E R

F L

O W

WORK L

ITS

WORK L

IMI

WORK LIMITS

W O

R K L

07-10MU

07-10M

07-8M

CS301

SLOPE

0.22%

SLOPE

0.08%

300TH STREET

C S

A H

FLOW

H A

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R F

R M

P R

S d g n

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

T H

O M

A S B S

U L L

E P

G C

P L

A N V

N A

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

CS102

E R

N C

H A

N N

E L

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

120'0 60'

R O

S E

A U C

O U

N T

N E

S O

T A

GENERAL NOTES: SHEETS CS102 THRU CS301

SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS.

2. DURING REPAIR OF THE SLOPE FAILURE ANY DAMAGE TO THE DIVERSION CHANNEL

1. THE SLOPE FAILURE LIMITS SHALL BE DETERMINED BY THE CONTRACTING OFFICER.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

EAST SPOIL AREA

TOP OF EXISTING

STA 68+80 - STA 71+00

FAILURE LIMITS

APROXIMATE SLOPE

EXISTING DIVERSION CHANNEL

EXISTING SHEET PILE WEIR

GROUND

EXISTING

EXISTING GROUND

10% SLOPE TO

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R F

R M

P R

S d g n

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

T H

O M

A S B S

U L L

E P

G C

N A

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

CS201

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

E R

A M

P R

O F

E R

N C

H A

N N

E L A

N D

120'0 60'

120'0 60' 1200 60'

R O

S E

A U C

O U

N T

N E

S O

DIVERSION CHANNEL

PROFILE

BIKE RAMP

11001100

B 0+00B 0+00 B 0+60 B 1+20 B 1+80 B 2+40 B 3+00 B 3+60

E L

E V

A T

E L

E V

A T

P V I

E L .1

P V I

E L .1

V I

E L .1

P V I

E L .1

RADE

41 4

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

Sheet

BORING LOG SHEET B-201

FOR CONTINUTATION SEE

BORING LOG SHEET B-201

FOR CONTINUTATION SEE

S T

E L .0

S T

E L .6

S T

E L .5

S = -0.0022 S = -0.0008

10701070

64+80 65+40 66+00 66+60 67+20 67+80 68+40 69+00 69+60 70+20 70+80 71+40 72+00 72+60 73+20

E L

E V

A T

E L

E V

A T

10701070

73+20 73+80 74+40 75+00 75+60 76+20 76+80 77+40 78+00 78+60 79+20 79+80 80+40 81+00

E L

E V

A T

E L

E V

A T

07-10M

27-28 JANUARY 2005

26-27 JANUARY 2007

07-8M

G.S. 1039.9

G.S. 1053.9

-SM

W.L. 1047.2

W.L. 1035.0

GP-

15'6'

100'100'

EXCAVATE

EXISTING GROUND

SEE PROFILE

ELEVATION VARIES

EXISTING GROUND

PLUG MATERIAL

EXCAVATED

PLACEMENT OF

EXISTING EAST SPOIL AREA

200'

8" STRIPPING

PAVED PATH

EXISTING

PROTECT

6" STRIPPING

12" RIPRAP

18" BEDDING B1

GEOTEXTILE

NON-WOVEN

APPROX EL 1040

10' MIN 10' MIN

CHANNEL BOTTOM MIX

MIXTURE: DIVERSION

4" TOPSOIL AND SEED

CHANNEL BOTTOM MIX

MIXTURE: DIVERSION

4" TOPSOIL AND SEED

(BOTH SIDES)

NORTHWEST

WOODLAND EDGE

MIXTURE: 36-411

4" TOPSOIL AND SEED

NORTHWEST (BOTH SIDES)

WOODLAND EDGE

MIXTURE: 36-411

4" TOPSOIL AND SEED

MESIC PRAIRIE GENERAL

MIXTURE 35-241

6" TOPSOIL AND SEED

VARIES SEE TABLE

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

T H

O M

A S B S

U L L

E P

G C

CS301

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

R M

P R

S d g n

N A

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

0 20 40 60 80 100 120 140 160-20-40

E L

E V

A T

-60-80-100-120-140-160

E L

E V

A T

-60-80-100-120-140-160

DETAIL

CONTROL LINE

DIVERSION CHANNEL

T Y

A L S

E C

N S

A N

D D

E T

71+00

78+00

1FAILURE REPAIR

CHANNEL SLOPE

CHANNEL SLOPE FAILURE REPAIR

TYPICAL SECTION

CS102

STA 68+80 - STA 71+00

DIVERSION CHANNEL @ SLOPE FAILURE

1600 20 40 60 80 100 120 140-20-40

B 1+80

SECTION

CS101

STA B 0+49.71 - B 1+93.55

DISPOSAL AREA - BIKE RAMP

E L

E V

A T

-60-80-100-120-140-160

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

TYPICAL SECTION

STA 77+31 - STA 80+37.59

DIVERSION CHANNEL CS102

VERTICAL SCALEHORIZONTAL SCALE

CONTROL LINE

DIVERSION CHANNEL

CONTROL LINE

BIKE RAMP

40'10'0 20' 0 20'10'

R O

S E

A U C

O U

N T

N E

S O

T A

0 5' 10'

4MIN

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

R O

S E

A U R

E R

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S E

A U F

L O

O D R

K M

G M

T R

E A

C H P

L U

G R

E M

O V

A L

R F

R M

P R

S d g n

T H

O M

A S B S

U L L

E P

G C

C O

N T

R O

L T

A B

L E

CS601

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

M N S

P C

N O

R T

H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

R O

S E

A U C

O U

N T

N E

S O

T A

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

A E

C E

M V

P d s g n

P la n

S e t

R e a l E s t a t e c q u is it io n

R e a l E s t a t e

R F

R M

U H

G e a s .d g n

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

RIVERS & LAKES

DISTRICT BOUNDARIES

NATIONAL BOUNDARIES

PROJECT

LOCATION

MINNEAPOLIS

L/D LOCK AND DAM

IOWA

SOUTH DAKOTA

NORTH DAKOTA

MINNESOTA

WISCONSIN

S O U R

DEVIL’S

LAKE

R E D

E R

O F

T H E

N O R T H

LAKE OF

THE WOODS

UPPER

RED LAKE

LOWER

RED LAKE

LAKE

ITASCA

CASS

LAKE

WINNIBIGOSHISH

GRAND RAPIDS

LEECH

LAKE

MILLE

LACS

LAKEM

IR.

S T C

ROI

X R .

LAKE

PEPIN

INNE

OTA

RIVER

BIGSTONE

LAKE

TRAVERSE

ST.CLOUD

WIS

CONSIN R.

MICHIGAN

LAKE SUPERIOR

LEGEND

LOCATION MAP

LAKE

ASHTABULA

SHEYENNE

DARLING

LAKE

FORKS

GRAND

EAU CLAIRE

MADISON

PORTAGE

P E W A

CITY

VALLEY

SCALE IN MILES

1000 1000

VICINITY MAP

ROSEAU

R O

S E

A U A

P O

R T

TH 11

320TH ST

H A

V E

H A

V E

F L O

H A

V E

300TH ST

M N H

W Y

M N H

W Y

F L O

ROSEAU

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

W A

Y N

E S

W A

M B

O L

M A

R K A

A N

G E

L O

S A

O /S

L S

G-001

Y A

N D L

O C

A T

N M

M U

G -0 e a s .d g n

R E

A C

H R

E A

L E

S T

A T

H A

V E

H A

V E

C S

A H

CSAH 24

SECTION TOWNSHIP RANGE PM COMMENTS

SECTION INFORMATION

T 162 N

R 39 W

R 40 W

R 39 W

5th

SPRUCE TOWNSHIP, ROSEAU COUNTY

ROSEAU COUNTY

NE SECTION LINE IS IN CITY OF ROSEAU,

JADIS TOWNSHIP, PORTION ALONG

ROSEAU COUNTY

FROM CITY PARK IS IN JADIS TOWNSHIP,

CITY OF ROSEAU, SMALL PORTION ACROSS

SPRUCE TOWNSHIP, ROSEAU COUNTY

ROSEAU COUNTY

11TH AVE ARE IN CITY OF ROSEAU,

SPRUCE TOWNSHIP, SMALL PORTIONS ALONG

ACREAGE TABLE

S P

R U

C E T

O W

N S

J A

O W

N S

TEMPORARY WORK AREA EASEMENT =

FEE TITLE =

PERMANENT FLOWAGE EASEMENT =

205.4 ACRES

2.4 ACRES

2.0 ACRES

BM 10574

BM 62

BM 10004

BM NGS SUNSTEN BM NGS LUNG

SCALE IN FEET

0 1000’1000’ 500’

DESCRIPTION PRODUCT I.D.

REF.

SHEET

REAL ESTATE DRAWING INDEX

DRAWING NO.

CS602

CS601

CS106

CS105

CS104

CS103

CS102

CS101

G-003

G-002

G-001

RFRMUH11_CS602eas

RFRMUH11_CS601eas

RFRMUH11_CS106eas

RFRMUH11_CS105eas

RFRMUH11_CS104eas

RFRMUH11_CS103eas

RFRMUH11_CS102eas

RFRMUH11_CS101eas

RFRMUH11_G-003eas

RFRMUH11_G-002eas

RFRMUH11_G-001eas

COORDINATE TABLES

PLAN VIEW - PARK/SPOIL AREA

PLAN VIEW - SPOIL AREA

PLAN VIEW - RESTRICTION STRUCTURE

PLAN VIEW - CHANNEL STA. 52+00 TO 80+00

PLAN VIEW - CHANNEL STA. 28+00 TO 52+00

PLAN VIEW - CHANNEL STA. 0+00 TO 28+00

GENERAL PLAN

DRAWING INDEX AND LEGEND

VICINITY AND LOCATION MAP

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

W A

Y N

E S

W A

M B

O L

M A

R K A

A N

G E

L O

S A

O /S

L S

G-002

R F

R M

U H

G -0 e a s .d g n

A W

G I

N D

E X A

N D L

E G

A C

H R

E A

L E

S T

A T

GENERAL NOTES:

LEGEND:

TEMPORARY EASEMENT

PERMANENT EASEMENT

6. PROPERTY OWNERSHIP LINES SHOWN ARE APPROXIMATE.

AVOID DAMAGE TO THESE UTILITIES.

THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO

CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO

OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE

5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION

4. SURVEY DATA UPDATED FROM 2006 AND 2009 GROUND SURVEYS.

NORTH ZONE, NAD 83, US SURVEY FOOT.

3. COORDINATES BASED ON MINNESOTA STATE PLAN GRID SYSTEM,

2. ELEVATION REFER TO N.A.V.D. (1988 ADJ.).

DISTRICT OFFICE (651) 290-5596.

VERTICAL CONTROL POINTS ARE AVAILABLE FROM THE ST. PAUL

1. TIE DIAGRAMS AND DETAILS DESCRIPTIONS OF HORIZONTAL AND

BENCHMARK NORTHING EASTING ELEV. DESCRIPTION

HORIZONTAL AND VERTICAL CONTROL POINTS

NGS POINT SUNSTEN PID #AJ8665

NGS POINT LUNG PID #AJ8656

SET RR SPIKE IN E. FACE OF LT POLE BETWEEN CAMPSITES 16 & 18 IN ROSEAU CITY PARK

SET CUT SQUARE ON S. EDGE OF CONC. BOAT LAUNCH IN ROSEAU CITY PARK

FOUND SPIKE IN E. FACE OF TREE W. OF 11TH AVE SE & SOUTH OF CITY PARK, SOUTH OF BRIDGE CONST.

1056.25

1052.83

1054.36

1039.67

1055.04

1981987.807

1984340.755

1986693.247

1986050.720

1987313.223

1185062.232

1185065.117

1190789.147

1190926.019

1190474.079

BM NGS SUNSTEN

BM NGS LUNG

BM 10574

BM 10004

BM 62

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

A E

C E

M V

P d s g n

P la n

S e t

R e a l E s t a q u is it io n

R e a l E s t a t e

R F

R M

U H

G e a s .d

TSL1 TS

N=1191362.930 E=1986369.230

1049.10

TSL1 TS

N=1191362.930 E=1986369.230

1049.10

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

A E

C E

M V

P d s g n

P la n

S e t

R e a l E s t a q u is it io n

R e a l E s t a t e

R F

R M

U H

G e a s .d g n

F L

O W

F L

GENERAL PLAN

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

W A

Y N

E S

W A

M B

O L

M A

R K A

A N

G E

L O

S A

O /S

G-003

R F

R M

U H

G -0 e a s .d g n

ROSEAU

TH11

H A

V E

0 600’

SCALE IN FEET

1200’

CS105C

C S

CS104

CS103

R E

A C

H R

E A

L E

S T

A T

G E

N E

R A

L P

CSAH 24

A H

RESTRICTION STRUCTURE

4 1

41054

30+00

35+00

40+00

45+00

30+00

35+00

40+00

45+00

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

A E

C E

M V

P d s g n

P la n

S e t

R e a l E s t a q u is it io n

R e a l E s t a t e

R F

R M

U H

C S e a s .d g n

DIVERSION CHANNEL

FEE TITLE 1

MOTORIZED TRAIL

MULTI-USE TRAIL

F110

F130

FEE TITLE 1

C S

A H

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

M A

R K A

A N

G E

L O

S A

O /S

L S

R F

R M

U H

C S e a s .d g n

C H

A N

Y N

E S

W A

M B

O L

M A

T C

H L

E W

H S

H E

E T C

MATCH L

INE W

ITH S

HEET C

S T

A T

R E

A C

H R

E A

L E

S T

A T

KEY PLAN CS102

MATCH LINE WITH SHEET CS106

E 1,989,000

N ,1

E 1,989,500

E 1,990,000

P L

A N V

200’0 100’

SCALE IN FEET

10381038 1038 1038

10381038 10381038 1038

1038 1038 1038

1039 1039 1039 1039 1039

BM 10004

10401040

10421042

1042 1042

10441044

1044 1044

1045104

1045 1045

10451045

1046 1046

10461046

1046 1046 1046

1047 10471047

1047 1047

104810481048

1048 1048 1048

10481048 1048

1048 1048 1048

1049 1049

10491049

1049 1049 1049

10501050

1051 1051

10511051 1051 1051 1051 1051

1051 1051 1051

1052 1052

1052 1052 1052

10521052 1052 10521052

1052 1052

1052 1052 1052 1052

10531053

1053 10531053 1053 1053 1053 1053 10531053

10531053

1054 10541054

1054 1054

10541

1054 1054

10541054

1054 1054 1054

1054 1054

4 1054

10541054

1054 10541054 1054

1054 1054

1054 1054 1054 10541054 1054

1054 1054

BM 10574

55 1

5 1055

10551055

1055 1055

1055 1055 1055 1055 1055

1055 1055 1055 1055 10551055 1055

BM 62

1056 1056 1056

1059 1059

60+00 65+00

75+00 80+00

60+00 65+00

75+00 80+00

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

A E

C E

M V

P d s g n

P la n

S e t

R e a l E s t a q u is it io n

R e a l E s t a t e

R F

R M

U H

C S e a s .d g n

EASEMENT 1

TEMPORARY WORK AREA

FEE TITLE 1

EASEMENT 2

PERMANENT FLOWAGE

FEE TITLE 2

DIVERSION CHANNEL

MOTORIZED TRAIL

MULTI-USE TRAIL

F111

F112 F113

F114

F115

F116

F117

F118 F119F120F121

F122 F123

F124

F200 F201

F202

F203

F204

F205 F206

F207

F208F209

F210

F211

F212F213

F214F215

P500

T600

T601

H A

V E

F L

O W

R O

S E

A U R

E R

CSAH 24

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

M A

R K A

A N

G E

L O

S A

O /S

L S

R F

R M

U H

C S e a s .d g n

PLAN VIEW

W A

Y N

E S

W A

M B

O L

M A

T C

H L

E W

H S

H E

E T C

R E

A C

H R

E A

L E

S T

A T

KEY PLAN

C H

A N

N E

S T

CS103

MATCH LINE WITH SHEET CS106

E ,9

N 1,190,500

E ,9

N 1,191,000

N 1,191,500

P L

A N V

MATCH LINE WITH SHEET CS104

200’0 100’

SCALE IN FEET

A R

M Y C

O R

P S O

F E

N G

E E

R S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

A D

N A

E N

T E

R D

D J S

A N

S I

St. Paul District

S T P

A U

M N

S E

R O

S E

A U F

L O

O D R

K M

A N

A G

E M

E N

R O

S E

A U R

E R

R O

S E

A U

N E

S O

T A

W A

Y N

E S

W A

M B

O L

M A

R K A

A N

G E

L O

S A

O /S

L S

CS601

R F

R M

U H

C S e a s .d g n

R E

A C

H R

E A

L E

S T

A T

C O

O R

A T

E T

A B

DATA SET:

POINT

(FEET)

DISTANCE

BEARING

(Y)

NORTHING

AREA:

(X)

EASTING

DATA SET:

POINT

(FEET)

DISTANCE

BEARING

(Y)

NORTHING

(X)

EASTING

DATA SET:

POINT

(FEET)

DISTANCE

BEARING

(Y)

NORTHING

AREA:

(X)

EASTING

DATA SET:

POINT

(FEET)

DISTANCE

BEARING

(Y)

NORTHING

AREA:

(X)

EASTING

183.7 ACRES 1.2 ACRES

4.2 ACRES

17.5 ACRES PERMANENT FLOWAGE EASEMENT 1

DATA SET:

POINT

(FEET)

DISTANCE

BEARING

(Y)

NORTHING

AREA:

(X)

EASTING

1.2 ACRESPERMANENT FLOWAGE EASEMENT 2

AREA:FEE TITLE 1 FEE TITLE 2

FEE TITLE 3

F100 1,195,293.232 1,989,475.726

463.10

F101 1,194,830.271 1,989,464.269

519.46

F102 1,194,336.744 1,989,626.335

35.14

F103 1,194,339.065 1,989,661.394

100.30

F104 1,194,238.986 1,989,668.018

457.34

F105 1,194,269.498 1,990,124.338

216.55

F106 1,194,053.018 1,990,118.901

1,254.34

F107 1,194,017.427 1,991,372.731

1,317.21

F108 1,192,700.762 1,991,334.797

1,250.11

F109 1,192,736.763 1,990,085.209

2,636.64

F110 1,190,100.975 1,990,018.280

1,786.50

F111 1,190,150.907 1,988,232.482

294.07

F112 1,190,444.922 1,988,238.381

604.31

F113 1,190,461.445 1,987,634.301

100.00

F114 1,190,536.514 1,987,568.235

100.00

F115 1,190,625.319 1,987,522.260

100.00

F116 1,190,718.433 1,987,485.794

99.19

F117 1,190,816.219 1,987,469.157

35.92

F118 1,190,851.555 1,987,462.694

542.71

F119 1,190,835.986 1,988,005.179

66.54

F120 1,190,843.091 1,988,071.335

175.01

F121 1,190,838.081 1,988,246.270

125.00

F122 1,190,963.056 1,988,248.777

239.98

F123 1,190,955.401 1,988,488.633

157.55

F124 1,191,015.120 1,988,634.422

Due North373.00

F125 1,191,388.117 1,988,634.422

563.91

F126 1,191,402.823 1,988,070.706

1,028.24

F127 1,192,430.710 1,988,097.640

15.00

F128 1,192,430.317 1,988,112.635

363.12

F129 1,192,793.317 1,988,122.147

1,553.17

F130 1,192,748.590 1,989,674.672

276.81

F131 1,193,021.001 1,989,723.845

401.68

F132 1,193,404.490 1,989,604.351

322.29

F133 1,193,701.453 1,989,479.114

136.89

F134 1,193,821.920 1,989,414.102

25.15

F135 1,193,822.260 1,989,439.250

403.68

F136 1,194,206.841 1,989,316.564

67.14

F137 1,194,202.379 1,989,249.573

109.19

F138 1,194,311.346 1,989,242.668

73.40

F139 1,194,306.704 1,989,169.414

274.38

F140 1,194,580.963 1,989,177.560

319.80

F141 1,194,884.624 1,989,077.250

426.49

F142 1,195,310.298 1,989,103.683

372.43

F100 1,195,293.232 1,989,475.726

F200 1,190,171.698 1,987,489.054

102.29

F201 1,190,174.557 1,987,386.807

1,432.73

F202 1,190,233.687 1,985,955.299

99.18

F203 1,190,297.669 1,985,879.519

114.25

F204 1,190,410.590 1,985,896.910

89.52

F205 1,190,498.050 1,985,916.000

31.19

F206 1,190,496.860 1,985,947.170

36.58

F207 1,190,532.190 1,985,956.660

84.63

F208 1,190,615.768 1,985,969.930

510.26

F209 1,190,604.613 1,986,480.072

143.59

F210 1,190,631.857 1,986,621.050

425.52

F211 1,190,798.992 1,987,012.371

198.91

F212 1,190,871.609 1,987,197.555

197.57

F213 1,190,868.580 1,987,395.106

400.44

F214 1,190,468.297 1,987,383.821

113.48

F215 1,190,465.194 1,987,497.260

293.61

F200 1,190,171.698 1,987,489.054

F300 1,191,533.640 1,986,680.630

87.07

F301 1,191,459.145 1,986,725.710

99.21

F302 1,191,373.046 1,986,676.428

39.37

F303 1,191,333.692 1,986,675.399

116.95

F304 1,191,338.449 1,986,558.543

183.07

F305 1,191,345.433 1,986,375.606

266.24

F306 1,191,525.256 1,986,179.268

291.28

F307 1,191,536.667 1,985,888.215

85.00

F308 1,191,539.997 1,985,803.280

68.91

F309 1,191,570.443 1,985,741.458

178.87

F310 1,191,577.450 1,985,562.730

33.01

F311 1,191,544.470 1,985,561.430

160.33

F312 1,191,550.747 1,985,401.218

33.01

F313 1,191,583.728 1,985,402.510

124.39

F314 1,191,662.761 1,985,498.562

225.96

F315 1,191,663.177 1,985,724.520

168.36

F316 1,191,656.582 1,985,892.751

30.00

F317 1,191,686.560 1,985,893.884

274.04

F318 1,191,675.825 1,986,167.714

74.68

F319 1,191,622.939 1,986,220.446

104.74

F320 1,191,548.767 1,986,294.403

386.52

F300 1,191,533.640 1,986,680.630

P400 1,195,313.985 1,989,023.306

89.57

P401 1,195,403.533 1,989,025.118

549.90

P402 1,195,386.831 1,989,574.765

99.70

P403 1,195,288.065 1,989,588.374

112.77

F100 1,195,293.232 1,989,475.726

372.43

F142 1,195,310.298 1,989,103.683

80.46

P400 1,195,313.985 1,989,023.306

P500 1,190,868.580 1,987,463.554

Due West68.45

F213 1,190,868.580 1,987,395.106

400.44

F214 1,190,468.297 1,987,383.821

113.48

F215 1,190,465.194 1,987,497.260

137.09

F113 1,190,461.445 1,987,634.301

100.00

F114 1,190,536.514 1,987,568.235

100.00

F115 1,190,625.319 1,987,522.260

100.00

F116 1,190,718.433 1,987,485.794

99.19

F117 1,190,816.219 1,987,469.157

35.92

F118 1,190,851.555 1,987,462.694

17.05

P500 1,190,868.580 1,987,463.554

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

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

A E

C E

M V

P d s g n

P la n

S e t

R e a l E s t a q u is it io n

R e a l E s t a t e

R F

R M

U H

C S e a s .d

File details come from the government source that posted it. Updated Nov 14, 2017.