A22.PLAN_SET_DRAWINGS-2018-04-30,_pages_1_to_12.pdf

MACK.THOMAS.E.1230411235

2018.04.26 12:42:09 -05'00'

LANDWEHR.KEVIN.J.1230

550367

Digitally signed by LANDWEHR.KEVIN.J.1230550367 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=LANDWEHR.KEVIN.J.1230550367 Date: 2018.04.26 15:58:52 -05'00'

STEWART.MATTHEW.E.1

231228442

Digitally signed by STEWART.MATTHEW.E.1231228442 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=STEWART.MATTHEW.E.1231228442 Date: 2018.04.27 14:00:08 -05'00'

Digitally signed by MOTT.RONALD.L.1231238138 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MOTT.RONALD.L.1231238138 Date: 2018.04.26 12:51:32 -05'00'

PERK.ROGER.A.1231360758

2018.04.30 09:36:57 -05'00'

HAMILTON.DENNIS.W.123

1227810

Digitally signed by HAMILTON.DENNIS.W.1231227810 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HAMILTON.DENNIS.W.1231227810 Date: 2018.04.30 11:01:58 -05'00'

GENERAL NOTES

SCALE : NO SCALEA1

INDEX

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

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P \P la n S e ts \S h e e ts \E

P

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D D

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C K I S

L A

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L

IN

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IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

IN

D

E X A

N D N

O T

E S

B E

A V

E R I S

L A

N D C

O M

P L E

X

P

G -0 x x x .d g n

E L S

K N

M

A S S

H O

W N

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M J T

G-002

G E

N E

R

L

W E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

IN

B

A V

E R I S

L A

N D C

O M

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X

S T

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/0

/0

C L

IN

T O

N C

O U

N T

Y

IA

SEQUENCE OF WORK

MATERIAL PLACEMENT) WITHIN THE NEXT 12 MONTHS FOLLOWING CLEARING.

2. TREE CLEARING SHALL NOT BE CONDUCTED UNLESS THE AREA IS TO RECEIVE MATERIAL (EITHER STONE OR EXCAVATED

1. CLOSURE STRUCTURE TO BE CONSTRUCTED PRIOR TO ANY CHANNEL EXCAVATION.

AND DEER HUNTING SEASONS. DURING PEAK HUNTING DATES, ALL CONSTRUCTION ACTIVITIES MAY BE REQUIRED TO CEASE.

FISH AND WILDLIFE SERVICE THROUGH THE CONTRACTING OFFICER PRIOR TO WORKING DURING THE SEASONAL WATERFOWL

C. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE IOWA DEPARTMENT OF NATURAL RESOURCES AND THE US

B. NO CLEARING OF TREES SHALL BE ALLOWED BETWEEN APRIL 1 AND SEPTEMBER 30, INCLUSIVE.

A. REVIEW SPECIFICATION 00 73 05 FOR RESTRICTIONS.

8. RESTRICTIONS:

PERMIT.

CONTRACTOR SHALL PREPARE AND SUBMIT A STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE

B. THE CONTRACTOR IS RESPONSIBLE FOR ACQUIRING A STORM WATER PERMIT PRIOR TO INITIATING CONSTRUCTION. THE

SPECIFICATION 00 73 05 AND 01 57 19.

A. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT REQUIREMENTS TO INCLUDE THOSE OUTLINED IN

7. PERMITS:

6. BACKGROUND IMAGE IS ORTHOPHOTOGRAPHY FROM 2014.

SURVEYS, QUANTITY SURVEYS FOR MEASUREMENT AND PAYMENT AND SURVEYS FOR VERIFICATION OF DESIGN SECTION.

B. CONTRACTOR TO COMPLY WITH AND COMPLETE ALL SURVEYS AS REQUIRED IN SPECIFICATION 02 21 00, INCLUDING LAYOUT

A. SURVEY CONTROL INFORMATION IS PROVIDED ON SHEET V-101.

5. SURVEY:

THE CONTRACTING OFFICER PRIOR TO THAT FEATURE OF WORK COMMENCING.

B. THE LAYOUT OF THE PROJECT FEATURES ARE AS SHOWN SHALL BE FIELD STAKED BY THE CONTRACTOR AND APPROVED BY

WORK, AND SHALL BE RESPONSIBLE FOR REPAIRING ANY UTILITIES DAMAGED DURING CONSTRUCTION.

A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES ON SITE AND AT STAGING AREAS PRIOR TO BEGINNING

4. LAYOUT:

F. SEE SPECIFICATIONS 00 73 05 FOR ADDITIONAL HISTORIC RIVER LEVEL DATA, AND SPECIAL CONTRACT CONDITIONS.

ELEVATION DURING LOW WATER CONDITIONS.

E. FLAT POOL IN POOL 14 IS ELEVATION 571.24 FT NAVD88 (571.98 FT MSL1912). FLAT POOL REPRESENTS A MINIMUM SURFACE

CONVERSION AT PROJECT SITE IS APPROXIMATELY 0.88 FEET

CONVERSION AT CAMANCHE GAGE IS APPROXIMATELY 0.80 FEET

CONVERSION AT LOCK 14 IS APPROXIMATELY 0.74 FEET

D. DATUM CONVERSIONS BETWEEN NAVD88 AND THE MSL1912 DATUM ARE VARIABLE BASED ON LOCATION.

ADD 0.88 FEET TO CONVERT THE MSL1912 DATUM TO NAVD88 DATUM.

C. NOTE THAT THE GAGE ELEVATION AT CAMANCHE IS REPORTED IN FT MSL1912. THE PROJECT ELEVATIONS ARE IN NAVD88, RIVER STAGE AT CAMANCHE GAGE CAN BE FOUND AT RIVERGAGES.COM

DATUM (579.41 FT IN NAVD88 DATUM). GAGE ZERO ELEVATION AT CAMANCHE IS 563.21 MSL1912. CURRENT AND HISTORIC

B. FLOOD STAGE AT THE MISSISSIPPI RIVER CAMANCHE, IA GAGE IS AT 17 FEET OF STAGE, OR ELEVATION 580.21 FT IN MSL1912

A. NO WORK IS ALLOWED WHEN THE RIVER REACHES FLOOD STAGE.

IMPACT THE CONTRACT WORK PROGRESS.

3. THE ENTIRE PROJECT SITE IS IN THE RIVER AND IS THEREFORE HIGHLY SUSCEPTIBLE TO WATER FLUCTUATIONS THAT MAY

E. ALL WORK IS TO REMAIN WITHIN THE WORK LIMITS, CLEARING OUTSIDE OF THE CLEARING LIMITS IS PROHIBITED.

D. EQUIPMENT STAGING SHALL BE COORDINATED WITH THE CONTRACTING OFFICER.

C. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACCESS REQUIREMENTS AND LIMITATIONS.

EQUIPMENT SELECTED CAN ACCESS THE SITE, AND BE RESPONSIBLE FOR ANY ADDITIONAL COSTS NEEDED FOR SITE ACCESS.

B. VEHICULAR ACCESS IS NOT AVAILABLE, ACCESS TO THE SITE IS BY FLOATING PLANT ONLY. THE CONTRACTOR SHALL ENSURE

PROJECT FEATURES ARE NOT IMMEDIATELY ADJACENT TO THE NAVIGATION CHANNEL.

A. THE CONTRACTOR SHALL VERIFY WATER DEPTHS NEEDED TO ACCESS WORK AREA FROM PROPOSED STAGING AREA. THE

2. ACCESS AND STAGING:

THE UPPER MISSISSIPPI RIVER NATIONAL WILDLIFE AND FISH REFUGE.

B. ALL PROJECT LANDS ARE IN FEDERAL OWNERSHIP AND ARE MANAGED BY THE U.S. FISH AND WILDLIFE SERVICE AS PART OF

A. THE PROJECT IS LOCATED IN POOL 14 OF THE UPPER MISSISSIPPI RIVER (RIVER MILES 513.0 TO 517.0) IN CLINTON COUNTY, IA.

1. LOCATION:

ID

Sheet

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

D

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

1 2 3 4 5

M A

R K

D A

T E

D A

T E

A P

P R

FLOW

A1

LEGEND

SCALE : NO SCALE SCALE : NO SCALEA4

ABBREVIATIONS

571.2

PLAN

NORTH

CL - USCS LEAN CLAY

SC - CLAYEY SAND

SP - SAND, POORLY GRADED

CH - USCS FAT CLAY

-PERCENT PASSING #200 SIEVE

HAMMER AND 30-INCH DROP

SPLIT SPOON ONE FOOT WITH 140 LB

-NUMBER OF BLOWS TO DRIVE STANDARD

SURFACE ELEVATION

-EXISTING GROUND

-DATE DRILLED

LOCATION

-COORDINATE

-BORING NUMBER

BOTTOM OF BORING534.00

LL PL W

(5)29 15 17

FILL

CONTENT

MOISTURE-

PLASTIC LIMIT-

LIQUID LIMIT-

(10)

GROUND ELEV. EXISTING

DATE: 10/04/2013

EASTING: 1053996

NORTHING: 1786545

BOR. CC-13-02

41.9

97.8

< #200Nf

NO RECOVERY

NOTES AND METHOD OF BORINGRAILROAD

US HIGHWAY

STATE HIGHWAY

INTERSTATE HIGHWAY

FLAT POOL

RIVERMILE

FLOW ARROW

SLOPE

SEED

CLEAR

ENVIRONMENTALLY SENSITIVE ZONE (NO WORK)

TOPOGRAPHIC DIVERSITY SITE

RIVER STONE

IL DOT RR-6 RIPRAP

IL DOT RR-5 RIPRAP

CONTROL POINT

BORING LOCATION

NORTH INDICATOR

BREAKLINE

NO PLACEMENT ZONE

CLEARING LIMITS

WORK LIMITS

CENTERLINE

EXISTING GROUND

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

\E

P

G -0 x x x .d g n

:1

:4

P

M

B E

D D

E J J

/3 /2

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

G -0 x x x .d g n

E L S

K

S

H O

W N

E J J

M

G E

N D A

N D A

B B

R E

V

IA

T

IO

N S

G-003

G E

N E

R

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

C L

IN

T O

N C

O U

N T

Y

IA

ID

Sheet

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

ID

Sheet

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

GENERAL NOTES

C A

T T

A

IL

S

L O

U G

H

GARDEN PLAIN RD

ISLAND

BEAVER

WHITESIDE COUNTY

ILLINOIS

ALBANY

ISLAND

ALBANY

L O

W E

R L

A K

E

CLINTON

B E A V E R S

LO

U

G H

S U

N F

IS

H S

L O

U G

H

SLOUGH RAMP

BEAVER

SLOUGH

GRASS

WADLEIGH

POND

LIL

Y

UPP

ER

LAKE

B L

U E B

E L L

LOW

ER

CUT

S A

N D B

U R

R

H U

L Z

IN

G E

R

B U F F A

LO

H

O

LE

CRAWFISH

HELSEINE

D E E P C

U T

CLINTON COUNTY

IOWA

CRAPP

IE

SLOUGH

L O

S T L

A K

E

TH

E

PO

IN

T

G

ASO

LI

N E

ALL

EY

HANSEN

UPP

ER C

UT

C A R L S

O N S

L O

U G

H

C A

M A N C

H E A

V E

S

T

H S

T

67LINCOLN WAY

M A

N U F A C T U

R

IN

G D

R

S M

A L L L

A K

E

S T

E W

A R

T

MIS

SIS

SIP

PI R

IVER

FLOW

POINT NORTHING EASTING NAVD88 DESCRIPTION

SURVEY CONTROL

14-344-156 SET 5/8 REBAR

14-345-158 SET 5/8 REBAR

14-310-201 SET 5/8 REBAR WITH ALUM. CAP STAMPED "BEAVER 1"

14-310-202 SET 5/8 REBAR WITH ALUM. CAP STAMPED "BEAVER 2"

14-309-101 SET PK NAIL IN PARKING LOT

14-309-001 NGS "WH 184 1A"

14-344-155 SET 5/8 REBAR

14-343-152 SET 5/8 REBAR

0SCALE : 1"=800'-0" 800' 1600'

PLAN

NORTH

A1

PLAN CONTROL POINT

APPROX 4 FOOT BELOW GRADE

14-329-001 MRC160/3 BENCHMARK

14-345-158 1867686.98 2279438.81 574.76 5/8" REBAR

14-344-156 1869034.46 2278916.85 574.77 5/8" REBAR

14-343-152 1866662.84 2278097.47 574.72 5/8" REBAR

14-344-155 1868052.61 2279232.99 574.02 5/8" REBAR

14-310-201 1872618.18 2281703.56 575.98 5/8" REBAR WITH ALUM. CAP STAMPED "BEAVER 1"

14-310-202 1868370.88 2280344.28 575.16 5/8" REBAR WITH ALUM. CAP STAMPED "BEAVER 2"

14-309-101 1866009.81 2281601.08 584.07 PK NAIL AT BOAT RAMP PARKING LOT

14-329-001 1872671.01 2291720.02 579.67 '160/3 MRC MSL1912 BENCHMARK (580.55)

14-309-001 1867008.81 2284456.03 583.58 NGS WH 184 1A RECORD EL 583.58 PID AH3018

RM 513

RM 514

RM 515

RM 516

RM 517

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

\E

P

V -1 x x x .d g n

:5

:1

A

M

B E

D D

E J J

/1

/2

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

V -1 x x x .d g n

D J J

K

S

H O

W N

M L S

D

C

N T

R O

L P

O

IN

T

V-101

P L

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

C L

IN

T O

N C

O U

N T

Y

IA

OF THE PROJECT.

SIDE OF BEAVER ISLAND APPROX. 3/4 MILE NORTH

REVISED IN 1937. MARK IS LOCATED ON THE EAST

FROM THE 1934 PUBLISHED BENCH MARKS BOOK

MISSISSIPPI RIVER COMMISION BENCH MARK MRC160/3

4. CONVERSION FACTOR BASED ON RECOVERY OF THE

TO NOTES ON G-002 FOR ADDITIONAL CONVERSIONS.

MSL 1912 ADD 0.88 FEET AT THE PROJECT SITE. REFER

3. TO CONVERT PROJECT VERTICAL DATUM NAVD88 TO

USING GEIOD 09 (CONUS), UNITS: U.S. SURVEY FEET

ILLINOIS WEST - 1202, VERTICAL DATUM: NAVD88

2. PROJECT DATUMS: HORIZONTAL: NAD 83 STATE PLANE

12TH AND DECEMBER 10TH, 2014.

1. CONTROL SURVEYS COMPLETED BETWEEN NOVEMBER

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

565.22

565.42

561.04

560.76

560.80

566.92

559.32562.33

558.97

565.52

562.02

566.75

564.34

566.93

566.20

560.99

569.06

563.65

559.91

560.30

559.69

559.83

566.12

561.90

563.31

566.83

564.82

565.97

560.89

558.84

564.35 561.22

563.86

558.53

561.24

568.01

558.28

561.21561.69

566.28

562.82

562.04

562.67

565.60

566.98

565.66

562.65

560.12

563.97

565.48

558.23

568.57

563.59

558.99

564.70

565.81

562.52

562.44

562.62

559.40

565.82

565.72

558.95

562.73

566.72

567.80

560.24

561.02

566.22

564.70

564.65

562.53

565.74

559.38

569.00

563.78

567.77

562.85

566.17

564.60

568.69

567.87

559.81

562.79

567.02

569.04

566.54

560.26

560.84

560.55

568.81

563.35

566.84

559.79

560.38

568.11

565.97

566.08

566.47

560.27

560.68

566.83

568.31 563.87

567.46

565.41

560.67

560.32

570.39

561.81

561.01

561.51

566.88

559.19

564.32 561.87

562.58

568.02

558.52

566.74

559.41

564.21

565.19

563.23

566.50

561.41

565.83

566.49

566.71

568.35

567.48

560.16

565.47

563.63

560.70

565.38 564.19

563.06

566.00

564.44

560.37

558.71

564.49

566.68

558.18

564.68

566.46

564.39

567.21

567.77

561.48

555.91568.13

567.25

567.88

561.64

559.48

562.22

566.86

568.21

567.75

559.50

562.33

566.40

564.43

561.66

564.87

564.09

567.87

561.69

563.01

567.40

560.60

566.72

559.37

562.64

562.17

562.12

567.81

564.60

565.03

566.19

565.10

562.86

563.91

563.61

563.80

565.82

560.79

567.31

564.81

566.66

559.28563.34 562.91

557.54

569.77

558.78

568.56

560.68

558.52

561.69

566.58 568.03

561.39

563.48

560.46

560.73

565.61

560.89

565.00

567.72

558.47

567.53568.49

566.13

565.85

558.46

557.90

566.45

566.26

564.70

563.68

567.07

559.23

559.49

561.46

567.37

567.10

561.65561.86

566.49

563.22

566.03

562.85

560.09

568.44

564.90

568.06

565.99

562.62

562.01

563.13

559.80

556.95

559.86

566.50

559.25

567.26

562.68

567.76

560.44

564.61

564.58

562.08

560.80

562.43

563.09 560.00558.67

564.39

564.51

566.35

564.25

563.11 559.32560.50

561.93

565.77

564.63

562.77

566.70

566.68

565.44

559.72

562.84

564.25566.10

566.47

562.81

562.11

566.00

559.62 565.51

563.01

567.26

565.91

561.88

566.89

566.71

560.42

562.38 562.47

562.75

565.48

561.25

564.49

565.39

563.43

567.20

561.99

562.08

568.18

563.85 567.77

558.75

567.29

564.77 566.01

562.91

563.30

562.94

561.97

560.90 563.67

567.46

558.32

565.36

564.48

565.96

564.05

566.19

564.23

562.40

561.61

563.31

565.62

567.44

562.75

559.55

564.10

562.29

564.85

565.03

566.39

564.65

559.96

562.40

567.57565.23

567.65

563.38

565.97

565.22

558.74

562.35

564.93

566.93 564.88

567.46

557.95

565.66

567.13

562.56

564.06

567.10

567.30

564.19

562.51

564.67

564.78

558.75

564.75

564.26

562.53

564.00

562.88

565.01

558.62

560.21

563.84

560.67

563.07 560.18

565.84

564.04 566.32

570.70

565.07

566.39

561.93

564.61

566.50

568.21

561.01

561.52

568.65

561.01

560.74

563.32

566.34

563.60

563.86

561.82

566.53

563.93

565.67

564.79

562.73

566.76

561.62

569.64

566.21

567.18 567.32

562.18

565.25

567.89

565.72

562.54

567.16

568.57

563.25

566.29

563.84

560.59

563.11

563.82

564.12

563.11

565.44

564.26

561.48

559.94

566.10

563.38

568.20

565.11 558.42

568.81

562.62

562.39

566.57

560.72

564.01

566.06

565.07

561.59

565.78

569.25 558.45

565.40564.77

560.77

565.92

565.91

563.14

562.39

563.88

565.58

565.23

565.24

569.57567.67

562.33

563.54

567.92

561.01

561.36 566.11

560.65

565.86

566.85

564.78

562.75

562.63

565.32

559.45

567.06

564.30

561.48 565.29

563.52

566.78

567.77

564.86

562.08

563.51

567.05

561.08

564.03

565.22

568.32

560.48

564.02

564.93

561.40

563.31

561.29 564.48

565.12

562.75

565.52

564.79

565.5

564.2

567.73

0SCALE : 1"=150'-0" 150' 300'

0SCALE : 1"=150'-0" 150' 300'C1

PLAN SWAN SLOUGH DOWNSTREAM FROM RAMP

A1

PLAN SWAN SLOUGH UPSTREAM FROM RAMP

P

LA

N N

O R T H

PLAN

NORTH

SWAN ISLAND

SWAN ISLAND

IOWA

MISSISSIPPI RIVER

IOWA

GENERAL SHEET NOTES

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

R E

P \P la n S e ts \S h e e ts \E

P

V -1 x x x .d g n

:2

:0

P

M

B E

D D

E J J

/2

/2

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

V -1 x x x .d g n

S

H O

A N S

L O

U G

H

V-102

P L

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

T C

H L

IN

E

M A

T C

H L

IN

E

C L

IN

T O

N C

O U

N T

Y

IA

BOAT RAMP

CITY OF CAMANCHE

SWAN SLOUGH

SWAN SLOUGH

BOAT RAMP

CITY OF CAMANCHE

D J J

D J J

K N

M

M L S

FLOW

FLOW

P A

R K D

R

SWAN

DR

SWAN DR

SHOWN ON SHEET C-102.

7. CITY OF CAMANCHE BOAT RAMP AND STAGING AREA ARE

ATTACHED TO SPECIFICATION 00 73 05.

6. ADDITIONAL HISTORIC RIVER DEPTH INFORMATION IS

5. ELEVATIONS ARE SHOWN IN SURVEY DATUM NAVD 88.

THE 1912 MSL DATUM. SEE V-101 FOR CONVERSION FACTOR.

4. NOTE THE ELEVATIONS GIVEN ON RIVERGAGES.COM ARE IN

NAVD 88 DATUM 571.2

MSL 1912 DATUM 572.0

3. WATER SURFACE AT L&D 14 DURING SURVEY:

2. WATER SURFACE AT RAMP DURING SURVEY 572.4 (NAVD 88).

SINGLE ECHO SOUNDER.

1. DEPTH SURVEY PREFORMED ON JAN 11, 2017 BY MEANS OF

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER 4" HAND AUGER 4" HAND AUGER 4" HAND AUGER

4" HAND AUGER

96 50

0.7

1.8

SP GR MEDIUM TO FINE SAND

SP GR MEDIUM TO FINE SAND

WATER

WATER WATER WATER

WATER

SP GR MEDIUM TO FINE SAND

SP GR GRAVELLY MEDIUM TO FINE SAND

SP GR MEDIUM TO FINE SAND

CL-CH GR LEAN TO FAT CLAY

CH GR FAT CLAY

CL-CH GR LEAN TO FAT CLAY

SC GR CLAYEY SAND

CH GR FAT CLAY

CL GR SANDY LEAN CLAY

CH GR FAT CLAY

CL-CH GR LEAN TO FAT CLAY

2.9

1.6

18.5

74.32141

0.6

E L E

V A

T

IO

N S I

N F

E E

T N

A V

D

WATER ELEV. 575.0'

DATE: 03/28/2014

EASTING: 2288270

NORTHING: 1877993

BOR. BI-14-05

WATER ELEV. 574.6'

DATE: 03/28/2014

EASTING: 2278923

NORTHING: 1867650

BOR. BI-14-01

WATER ELEV. 574.6'

DATE: 03/28/2014

EASTING: 2279010

NORTHING: 1868913

BOR. BI-14-02

WATER ELEV. 574.6'

DATE: 03/28/2014

EASTING: 2280083

NORTHING: 1869125

BOR. BI-14-03

WATER ELEV. 574.7'

DATE: 03/28/2014

EASTING: 2285929

NORTHING: 1873731

BOR. BI-14-04

559.7 559.7 559.7 559.8

561.1

STATE PLANE: NAD 83 ILLINOIS WEST 1202, US SURVEY FEET

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

62.264.534

PUSH TUBE

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

58 53.22454

5.219

SP-SC BR CLAYEY MEDIUM TO FINE SAND

CL DK GR SANDY LEAN CLAY

WATER

1.7

WATER

CH DK GR SANDY FAT CLAY

SP BR POORLY GRADED MEDIUM TO FINE SAND

SC GR CLAYEY SAND

MORE SAND WITH DEPTH

WATER

CL DK GR SANDY LEAN CLAY

GROUND ELEV. 574.9'

DATE: 09/07/2017

EASTING: 2278327

NORTHING: 1866673

BOR. BI-17-01

WATER ELEV. 574.9'

DATE: 09/07/2017

EASTING: 2279769

NORTHING: 1868001

BOR. BI-17-02

WATER ELEV. 574.9'

DATE: 09/07/2017

EASTING: 2280232

NORTHING: 1868493

BOR. BI-17-03

560.9

564.9

575.9

ID

Sheet

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

0SCALE : 1"=5'-0" 5' 10'A1

SECTION BORING LOGS

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

\E

P

B -3 x x x .d g n

:2

:0

P

M

B E

D D

E J J

/3 /2

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

B -3 x x x .d g n

F R

C

K

S

H O

W N

R S

K

C

R

IN

G L

O G

S

B-301

S E

C T

IO

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

C L

IN

T O

N C

O U

N T

Y

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

42 72.4

E L E

V A

T

IO

N S I

N F

E E

T N

A V

D

STATE PLANE: NAD 83 ILLINOIS WEST 1202, US SURVEY FEET

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

12.620

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

54 53.2

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

21.2

WATER

75.1

79.8

575.0

565.2

CL SANDY LEAN CLAY

PUSH TUBE

WL

SC BR CLAYEY SAND, MEDIUM TO FINE

GROUND ELEV. 580.3'

DATE: 02/02/2017

EASTING: 2283329

NORTHING: 1868740

BOR. BI-17-06

WATER ELEV. 575.7'

DATE: 02/02/2017

EASTING: 2284617

NORTHING: 1869425

BOR. BI-17-07

D10D30D60

WPLLL Nf <200

BOTTOM OF BORING

4" HAND AUGER

63 72.62865

66.833

29 21.9

SP GR MEDIUM TO FINE SAND

SC GR CLAYEY SAND

CL DK GR SANDY LEAN CLAY

CH GR SANDY FAT CLAY

WATER WATER

SP BR MEDIUM TO FINE SAND

CH DK GR SANDY FAT CLAY

SP BR MEDIUM TO FINE SAND

CH DK GR FAT CLAY

WATER

SP-SC BR CLAYEY MEDIUM TO FINE SAND

SC GR CLAYEY SAND

WATER

WATER ELEV. 574.9'

DATE: 09/07/2017

EASTING: 2280624

NORTHING: 1869179

BOR. BI-17-04

WATER ELEV. 574.9'

DATE: 09/07/2017

EASTING: 2281056

NORTHING: 1870047

BOR. BI-17-05

WATER ELEV. 574.9'

DATE: 0/07/2017

EASTING: 2281224

NORTHING: 1869762

BOR. BI-17-08

GROUND ELEV. 574.9'

DATE: 09/07/2017

EASTING: 2280660

NORTHING: 1868432

BOR. BI-17-09

564.9

563.9

564.9 565.4

0SCALE : 1"=5'-0" 5' 10'A1

SECTION BORING LOGS

A N

S I

D c p w w o rk in g \m v r\ b e d d e jj \d

\E

P

B -3 x x x .d g n

:2

:0

P

M

B E

D D

E J J

/3 /2

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

B -3 x x x .d g n

F R

C

K

S

H O

W N

R S

K

C

R

IN

G L

O G

S

B-302

S E

C T

IO

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

/0

/0

C L

IN

T O

N C

O U

N T

Y

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

D A

T E

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

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

1 2 3 4 5

M A

R K

D A

T E

D A

T E

A P

P R

0SCALE : 1"=1200'-0" 1200' 2400'

PLAN

NORTH

MI

SS

IS

SI

PP

I R

IV

ER

FL

OW

WHITESIDE COUNTY

ILLINOIS

CRAPP

IE

SLOUGH

L O

S T L

A K

E

L O

W E

R L

A K

E

H U

L Z

IN

G E

R

S A

N D B

U R

R

B L

U E B

E L L

S M

A L L L

A K

E

S T

E W

A R

T

UPP

ER

LAKE

B U F F A

LO

H

O

LE

SLOUGH

GRASS

CAMANCHE

CLINTON COUNTY

IOWA

LINCOLN WAY 67

CLINTON

B E A V E R S

LO

U

G H

S W

A S H

IN

G T O

N B

LV

D

9TH ST

9T H A

V E

A N

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \M is s is s ip p i R iv e r

B a s in \B e a v e r Is la n d H

R E

P \0

Im p le m e n ta ti o n \1

B e a v e r Is la n d S ta g e I H

R E

P \P la n S e ts \S h e e ts \E

P

C -1 x x x .d g n

:3

:3

A

M

B E

D D

E J J

/3

/2

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B E

A V

E R I S

L A

N D C

O M

P L

C -1 x x x .d g n

E L S

K

S

H O

W N

E J J

M

C-101

E

K

R

M

IS

S

IS

S

IP

P I

R

IV

E R B

A

A V

E R I S

L A

N D C

O M

P L E

X

S T

A G

E I

E P

IT

E P

L A

N

BEAVER SLOUGH RAMP

STAGING AREA

BOAT RAMP

CITY OF CAMANCHE

8TH AVE RAMP

6TH AVE RAMP

5TH AVE RAMP

MARINA

CAMANCHE

BOAT RAMP

ALBANY MUNICIPAL

ALB

ANY

IS

LAND

A1

SITE PLAN

(OPTION A)

BURR TO HULZIGER

EXCAVATE SAND

(BASE BID)

EXCAVATE BLUE BELL

(BASE BID)

EXCAVATE STEWART LAKE

ISLAND

BEAVER

SEED (BASE BID)

SHAPE (BASE BID)

PLACE (BASE BID) - INCIDENTAL TO EXCAVATION BID ITEM

CLEAR (BASE BID)

BLUE BELL WEST TOPOGRAPHIC DIVERSITY EAST

SEED (BASE BID)

SHAPE (BASE BID)

PLACE (BASE BID) - INCIDENTAL COST TO EXCAVATION BID ITEM

CLEAR (BASE BID)

STEWART LAKE TOPOGRAPHIC DIVERSITY SITE

SEED (OPTION A)

SHAPE (OPTION A)

PLACE (OPTION A) - INCIDENTAL COST TO EXCAVATION BID ITEM

CLEAR (OPTION A)

SAND BURR TOPOGRAPHIC DIVERSITY SITE

/0

/0

6(BASE BID)

MUSSEL SUBSTRATE

PLACE ALBANY ISLAND

(BASE BID)

BANKLINE PROTECTION

PLACE NAVIGATION CHANNEL

(BASE BID)

CONSTRUCT CHEVRON

(BASE BID)

EXCAVATE LOWER CUT (BASE BID)

EXCAVATE BLUE BELL TO SAND BURR

(BASE BID)

CONSTRUCT CLOSURE STRUCTURE

C L

IN

T O

N C

O U

N T

Y

IA

(OPTION A)

EXCAVATE SAND BURR

RM 513

RM 512

RM 514

RM 515

RM 516

RM 517

RM 518

SEED (OPTION B)

SHAPE (OPTION B)

PLACE (BASE BID/OPTION A) - INCIDENTAL COST TO EXCAVATION BID ITEM

CLEAR (BASE BID)

LOWER CUT SOUTH TOPOGRAPHIC DIVERSITY SITE

SEED (OPTION B)

SHAPE (OPTION B)

PLACE (BASE BID/OPTION A) - INCIDENTAL COST TO EXCAVATION BID ITEM

CLEAR (BASE BID)

LOWER CUT NORTH TOPOGRAPHIC DIVERSITY SITE

SEED (OPTION A)

SHAPE (OPTION A)

PLACE (BASE BID/OPTION A) - INCIDENTAL COST TO EXCAVATION BID ITEM

CLEAR (BASE BID)

BLUE BELL EAST TOPOGRAPHIC DIVERSITY EAST

GENERAL SHEET NOTES

OPTION A.

FROM EXCAVATED DREDGE CUTS IN THE BASE BID AND

TOPOGRAPHIC DIVERSITY SITES CAN RECEIVE MATERIAL

3. LOWER CUT NORTH, LOWER CUT SOUTH, AND BLUE BELL EAST

THREATENED AND ENDANGERED SPECIES RESTRICTIONS.

AND NOT IN ALL AREAS SHOWN AS WORK LIMITS DUE TO

2 CLEARING IS ONLY PERMITTED AS SHOWN ON L-101 AND L-102,

ALONG THE BANK LINE UNLESS OTHERWISE SHOWN.

1. WORK LIMITS SHALL FOLLOW THE AREAS SHOWN. GENERALLY