W912ES22B0011_PLANS B .pdf

PDF 45 MB Posted Jul 15, 2022

Attached to: Mississippi River Upper Pool 4 Project near Lake Pepin
Solicitation number: W912ES22B0011
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details on a federal contract opportunity for construction work on the Mississippi River near Lake Pepin. The solicitation number is W912ES22B0011 and seeks bids for construction of floodplain forests, mudflats, wetlands, duck habitat, and berms of various sizes and shapes within the Mississippi River upstream of Lake Pepin. The work is to be performed for the Department of the Army Corps of Engineers Engineering District St Paul. No other details are provided on response dates, award dates, pricing terms, or set asides.

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Other files

File	Type	Posted
Bid Abstract W912ES22B0011 Upper Pool 4 Project.pdf	PDF	Aug 18, 2022
Amendment 3 Upper Pool 4 Project wage rates.pdf	PDF	Aug 15, 2022
Amendment 2 Plans UP4IP_R-002_ANSI_D_28JUL22 .pdf	PDF	Aug 1, 2022
Amendment 2 Upper Pool 4 Project.pdf	PDF	Aug 1, 2022
Amendment 1 Upper Pool 4 Project.pdf	PDF	Jul 27, 2022
Amendment 1 Plans UP4IP_R-001_ANSI_D_25JUL22.pdf	PDF	Jul 27, 2022
W912ES22B0011_SPECS.pdf	PDF	Jul 15, 2022
W912ES22B0011_PLANS A .pdf	PDF	Jul 15, 2022

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100'

100'R

200' R

3500' R

188.25'

5500' R

50'

50'R

150'

L A

N D O

V E

R L A

N D A

C C

E S S B

O U

N D

A R

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

S T

A U

L D

S T

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

SCALE: 1"=120'

SITE PLAN ISLAND 1, BERM 1, MUDFLAT 1 AND OVERWINTERING AREAS 1 & 2 N

V D

N A

CS101

J U

L Y

J O

H N

S T

O N

J O

H N

S T

O N

J H

E N

D R

S O

J O

H N

S T

O N

3024221.66904109.1418

3024741.66906260.72353024352.86904331.2617

3024975.41906533.63343024450.32904845.6116

3024960.84906683.15333024354.62904897.3815

3024831.09906758.88323023983.65904737.8214

3024485.47906660.59313023770.61904466.9813

3024274.29906369.86303023742.36904380.1812

3024290.35906253.58293023783.40904265.0911

3024389.28906190.39283023178.86904765.2510

3024539.52905504.04273023438.69904702.569

3024398.85905682.06263023840.42904919.468

3024053.14905743.51253024295.52905119.657

3023712.05905826.91243024528.05905181.486

3023479.72905694.40233024587.15904959.205

3023614.37905463.31223024492.57904853.774

3023988.92905387.95213024392.16904323.813

3024369.44905353.86203024322.97904160.272

3024118.92904094.14193024373.56904007.701

(X)(Y)(X)(Y)

EASTINGNORTHING

GRADING POINTS - CS101

G 29 G 30

G 31 G 32

G 33 G 34

G 35

G 36

G 37

B 3

B 4

B 5 B 6

B 7 B 8

B 9 B 10

B 11 B 12

A 0

A 1

A 2

H 1

H 13H 14 H 15

H 16

4 5

LARGE

GROINS

S T A

N D

A R

G R

C S

CS501

C S

J4 C S

C S

CS504

C S

B13

CS503

G14

CS506

MUDFLAT 1

TOP EL. 668.2

TOP EL. 672

BERM 1

TOP EL. 673

ISLAND 1

ALIGN ISLAND 1

ALIGN BERM 1

ALIGN OVERWINTERING DREDGE 2

ALIGN ACCESS EAST WEST

BOTTOM EL. 659.1

DREDGE 1

OVERWINTERING

BOTTOM EL. 659.1

DREDGE 2

OVERWINTERING

EAST WEST, SEE SHEET CS102

FOR CONTINUATION OF ALIGN ACCESS ISLAND 2A AND 2B

SEE SHEET CS102 FOR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

O V

E R

T E

G A

R E

A S

A N

E R

U D

F L

A T

N D

E P

U P

.d g n

0 240'120'

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N O

R T

GENERAL SHEET NOTES:

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.4.

MUDFLAT FILL. SEE TYPICAL SECTIONS.

REQUIREMENTS IN THE SPECIFICATIONS SHALL BE USED FOR ISLAND AND

SATISFACTORY ACCESS DREDGE MATERIAL WHICH MEETS THE 3.

DIMENSIONS AND ELEVATIONS.

INDICATED IN THIS PLAN VIEW. SEE DETAILS ON CS503 FOR ROCK GROIN

ISLAND OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS

ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

R 50'

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

O N

A N

D M

U D

F L

A T

E P

L A

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

V D

N A

SCALE: 1"=120'

SITE PLAN ISLAND 2A, ISLAND 2B AND MUDFLAT 2 CS102

3025884.35903808.4057

3025885.19903902.1356

3026388.97904137.7355

3026542.75904227.4754

3026611.36904210.2753

3026650.42904069.0152

3026650.42903923.9551

3026628.63903861.6450

3026800.42903930.7849

3026800.42904431.7748

3026850.59904650.0847

3027057.61905032.6446

3027192.01905256.7745

3027063.37905333.9144

3026928.96905109.7843

3026700.91904684.9542

3026630.62904537.6041

3026461.15904353.4840

3026313.40904267.3139

3025209.93903892.4938

3024954.88903859.9537

3024682.68903901.6736

(X)(Y)

EASTINGNORTHING

GRADING POINTS - CS102

L 1

L 2 L 3

L 4

E 9

C 0 C 1

C 2 C 3

C 4 C 5

C 6 C 7

C 8 C 9

C 10 C 1

C 1

G 48

G 56

G 57

G 58 G 59

G 60 G 61 G 62 G 63 G 64

G 65 G 66

G 6

A 11 A 12

A 13 A 14

A 15

CS5

C S

CS301

CS504

CS50

STANDARD

GROIN

L A

R G

E G

R O

B13

CS503

G14

CS506

MUDFLAT 2

TOP EL. 668.2

TOP EL. 672

ISLAND 2A

TOP EL. 672

ISLAND 2B

ALIGN ISLAND 2A

ALIGN ISLAND 2B

ALIGN ACCESS NORTH SOUTH

ALIGN ACCESS EAST WEST

BERM 1 AND MUDFLAT 1

SEE SHEET CS101 FOR ISLAND 1,

WEST SEE SHEET CS104

ALIGN ACCESS EAST

FOR CONTINUATION OF

SHEET CS104

NORTH SOUTH SEE

OF ALIGN ACCESS

FOR CONTINUATION

EAST WEST SEE SHEET CS101

FOR CONTINUATION OF ALIGN ACCESS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

GENERAL SHEET NOTES:

A N

D M

U D

F L

A T

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

0 240'120'

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.4.

MUDFLAT FILL. SEE TYPICAL SECTIONS.

REQUIREMENTS IN THE SPECIFICATIONS SHALL BE USED FOR ISLAND AND

SATISFACTORY ACCESS DREDGE MATERIAL WHICH MEETS THE 3.

DIMENSIONS AND ELEVATIONS.

INDICATED IN THIS PLAN VIEW. SEE DETAILS ON CS503 FOR ROCK GROIN

ISLAND OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS

ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

NORTH

150'

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

E P

L A

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

V D

SCALE: 1"=120'

SITE PLAN BERM 3 AND MUDFLAT 3

3027221.61904598.46833028773.94903977.7470

3027240.90904688.22823028801.59904065.4169

3027418.03904903.45813028808.97904211.5968

3027546.15905011.20803028776.30904368.9667

3027659.38905075.47793028611.03904630.3566

3028138.89904994.48783028510.33904706.5665

3028381.93904717.32773028442.08904770.0664

3028462.05904642.78763028199.04905047.2263

3028562.75904566.56753027619.89905145.0462

3028697.97904352.69743027506.66905080.7761

3028730.64904195.33733027356.26904954.2960

3028732.82904122.32723027165.85904722.9259

3028647.16904037.65713027096.57904614.6658

(X)(Y)(X)(Y)

EASTINGNORTHING

GRADING POINTS - CS103

L 0

F 0 F 1

F 2 F 3

F 4 F 5

F 6 F 7

F 8 F 9

F 10 F 11

F 12

F 2

F 27 F 28

F 29 F 30

F 31 F 3

E 0

E 1 E 2

E 3 E 4

E 5 E 6 E 7

E 8

E 9

E 10

E 26

E 27

E 28

C 15

C 16

C 17 C 18

C 19 C 20

C 21 C 22 C 2

C 2

L1C S

L1C S 501F4

CS50

C S

C 8C S

C S

TOP EL. 672

BERM 3

MUDFLAT 3

TOP EL. 667.7

ALIGN ACCESS NORTH SOUTH

ALIGN BERM 3

LARGEGROINS

CS503

ALIGN REC ACCESS

ALIGN ACCESS NORTH SOUTH

SEE SHEET CS106 FOR CATHERINE PASS

ISLAND 2A AND 2B

FOR MUDFLAT 2 AND

SEE SHEET CS103

SOUTH SEE SHEET CS104

ALIGN ACCESS NORTH

FOR CONTINUATION OF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N O

R T H

GENERAL SHEET NOTES:

CS103

B E

R M

N D

M U

D F

L A

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

0 240'120'

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.4.

MUDFLAT FILL. SEE TYPICAL SECTIONS.

REQUIREMENTS IN THE SPECIFICATIONS SHALL BE USED FOR ISLAND AND

SATISFACTORY ACCESS DREDGE MATERIAL WHICH MEETS THE 3.

DIMENSIONS AND ELEVATIONS.

INDICATED IN THIS PLAN VIEW. SEE DETAILS ON CS503 FOR ROCK GROIN

ISLAND OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS

ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

250'

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

E P

L A

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

3026866.72905588.17109

3026934.65905641.09108

3027324.39905486.95107

3027032.17906058.25106

3026972.55905757.29105

3026837.80905615.81104

(X)(Y)

EASTINGNORTHING

GRADING POINTS - CS104

SCALE: 1"=120'

SITE PLAN ACCESS DREDGE N

V D

N A

CS104

G 46

G 47

G 48 G

C S

OVERWINTERING DREDGE AREA 2

SEE SHEET CS101 FOR

OVERWINTERING DREDGE AREA 1

SEE SHEET CS101 FOR

SOUTH, SEE SHEET CS103

ALIGN ACCESS NORTH

FOR CONTINUATION OF

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

NORTH

GENERAL SHEET NOTES:

0 240'120'

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

B M

N S

P C

S O

U T

H Z

O N

E -U

S U

R V

E Y

F T

A N

A A

N D

I S

L A

N D

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.4.

MUDFLAT FILL. SEE TYPICAL SECTIONS.

REQUIREMENTS IN THE SPECIFICATIONS SHALL BE USED FOR ISLAND AND

SATISFACTORY ACCESS DREDGE MATERIAL WHICH MEETS THE 3.

DIMENSIONS AND ELEVATIONS.

INDICATED IN THIS PLAN VIEW. SEE DETAILS ON CS-503 FOR ROCK GROIN

ISLAND OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS

ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

O N

E P

L A

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

SCALE: 1"=120'

SITE PLAN DIKE, MARSH CHANNEL DREDGING AND MARSH DREDGE A TO D N

V D

N A

CS105

3023117.22908004.351673022216.38908742.93138

3022960.01907726.761663022262.19908690.52137

3022681.12908190.531653022372.16908693.85136

3022552.98907956.451643022434.09908639.83135

3022923.77907425.281633022881.67908409.04134

3022465.01907365.531623022823.69908536.62133

3022549.81907050.201613022659.36908505.03132

3022369.02907756.351603022698.66908497.58131

3022111.83907389.801593022789.95908515.13130

3021955.90908612.971583022843.30908397.76129

3021888.78908735.651573021219.68908687.48128

3021898.04908758.641563022101.13908678.02127

3021964.02908757.181553022601.31908365.36126

3021971.73908786.171543022190.94907131.24125

3021786.96908716.751533022536.62907623.90124

3021811.85908700.011523022612.55907697.41123

3021828.98908720.821513022993.59908507.78122

3021851.99908718.661503023003.76908615.79121

3021919.25908596.961493023026.12908691.03120

3022264.75908311.441483023026.44908753.41119

3022211.60908354.031473022987.77908702.43118

3022226.42908387.281463022965.42908627.18117

3022294.70908375.881453022953.79908503.75116

3022311.35908423.021443022588.35907729.35115

3022180.39908432.691433022503.88907646.87114

3022147.06908357.881423022158.20907154.22113

3022240.58908267.671413022108.52907048.59112

3022472.71908671.591403022261.07905892.38111

3022314.11908771.971393022261.07905742.38110

(X)(Y)(X)(Y)

EASTINGNORTHING

GRADING POINTS - CS105

G 24 G 25

G 26 G 27

G 28 G 29

G 30 G 31

G 32 G 33

G 34

G 35

G 36

K 0

K 1

K 2

J 0 J 1

J 2

J 3 J 4

J 5

I 0

I 1

I 2

I 3

I 4

I 5

I 6

I 7

I 8

I 9

I 1

I 11

I 12

I 13

I 14

I 15 I 16

I 17 I 18 I 19 I 20

I 21

I 2

110 111

C S

C S502

C S

TYP. FOR MARSH

DREDGE A TO D

C S

EXCESS FINES

TOP EL. 672. (TYP.)

EXCESS FINES

TOP EL. 672. (TYP.)

G3/L3

CS505

ALIGN ACCESS EAST WEST

ALIGN DIKE ROAD

ALIGN HABITAT EAST

HABITAT EAST

ALIGN

BOTTOM EL. 667

MARSH DREDGE C

BOTTOM EL. 666

MARSH DREDGE B

BOTTOM EL. 666

MARSH DREDGE A

BOTTOM EL. 667

MARSH DREDGE D

TOP EL. 672

DIKE

CS507, S-101 AND S-501 TO S-503 FOR DETAILS.

LEVEL MANAGEMENT STRUCTURE. SEE SHEETS CS506,

FLARED END SECTIONS, 36" RCP CULVERT AND WATER

SHORELINE PROTECTION

WISCONSIN CHANNEL

L1 C S502

SEE SHEETS CS107 TO CS110 FOR ACCESS ROAD

EXCESS

FINES

TOP EL. 672.

(TYP.)

EXCESS

FINES

TOP EL. 672.

(TYP.)

EDGE (SEE SHEET CS505)

TYPICAL SECTION ISLAND

EDGE (SEE SHEET CS505)

TYPICAL SECTION CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

GENERAL SHEET NOTES:

E M

A R

S H

C H

A N

N E

L D

R E

D G

A N

D M

A R

S H

D R

E D

G E

A T

O D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

B M

N S

P C

S O

U T

H Z

O N

E -U

S U

R V

E Y

F T

0 240'120'

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.4.

PLACEMENT AND FINAL EXTENTS WITH THE CONTRACTING OFFICER.

CONFORM TO EXISTING TERRAIN. THE CONTRACTOR SHALL COORDINATE

THESE LIMITS AND ELEVATION DISPLAYED. EXTENTS OF PLACEMENT SHOULD

SECTION ON SHEET CS502. EXCESS FINE PLACEMENT SHALL NOT EXCEED

FINES PLACED ADJACENT TO THE DIKE IN CONJUCTION WITH THE TYPICAL

POINTS ARE PROVIDED TO DEFINE THE MAXIMUM EXTENTS OF EXCESS 4.

MUDFLAT FILL. SEE TYPICAL SECTIONS.

REQUIREMENTS IN THE SPECIFICATIONS SHALL BE USED FOR ISLAND AND

SATISFACTORY ACCESS DREDGE MATERIAL WHICH MEETS THE 3.

DIMENSIONS AND ELEVATIONS.

INDICATED IN THIS PLAN VIEW. SEE DETAILS ON CS503 FOR ROCK GROIN

ISLAND OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS

ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

N O

R T

22.5'R

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

O N

R O

C K

E R

A N

D S

E D

N T

D E

F L

E C

T O

E P

L A

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

SITE PLAN CATHERINE CUT SHORELINE PROTECTION

SCALE: 1"=60

N A

V D

N A

CS106

3027047.61903492.171993026883.07903357.98183

3026964.43903482.751983026916.18903360.19182

3027030.94903553.721973026978.36903312.05181

3026979.95903541.371963027149.26903245.62180

3027045.45903499.691953027301.96903233.01179

3027115.68903388.001943027305.67903277.86178

3027157.85903370.341933027152.97903290.47177

3027241.30903363.451923027005.91903347.63176

3027244.27903399.321913026943.73903395.77175

3027160.82903406.221903026937.59903428.38174

3027139.16903415.291893026974.91903512.90173

3027080.22903509.031883026976.18903579.74172

3027050.16903620.931873026941.33903570.70171

3027015.39903611.601863026940.43903523.26170

3026657.96903235.941853026737.34903304.79169

3026750.18903271.161843026645.12903269.57168

(X)(Y)(X)(Y)

EASTINGNORTHING

GRADING POINTS - CS106

L 1

L 2 L 3

L 4 L

179180

C S

L10

CS5

L10

CS505

G13

CS505

ALIGN ACCESS NORTH SOUTH

C S

TOP EL. 673

SEDIMENT DEFLECTOR

CATHERINE CUT

CATHERINE CUT SHORELINE PROTECTION

CATHERINE CUT ROCK LINER

ALIGN REC ACCESS

F 4C S

UPON PROJECT COMPLETION.

RECREATIONAL ACCESS DREDGE CHANNEL

CONTRACTOR SHALL PROVIDE COMPLETE TYPICAL SECTION ISLAND EDGE (SEE SHEET CS505)

TYPICAL SECTION CHANNEL EDGE (SEE SHEET CS505)

TYPICAL SECTION ISLAND EDGE (SEE SHEET CS505)

TYPICAL SECTION CHANNEL EDGE (SEE SHEET CS505)

BEGIN ROCK LINER STA F14+47.62

END ROCK LINER STA F15+08.37

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

GENERAL SHEET NOTES:

0 120'60'

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

B M

N S

P C

S O

U T

H Z

O N

E -U

S U

R V

E Y

F T

C A

T H

E R

C U

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.4.

MUDFLAT FILL. SEE TYPICAL SECTIONS.

REQUIREMENTS IN THE SPECIFICATIONS SHALL BE USED FOR ISLAND AND

SATISFACTORY ACCESS DREDGE MATERIAL WHICH MEETS THE 3.

DIMENSIONS AND ELEVATIONS.

INDICATED IN THIS PLAN VIEW. SEE DETAILS ON CS-503 FOR ROCK GROIN

ISLAND OR BERM) DEPENDENT ON THEIR SIZE. TYPICAL SPACING IS

ROCK GROINS SHALL BE PLACED AT 150' OR 180' O.C. (ALONG EDGE OF 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

N O

R T

55'

5'R

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

C E

S S

R O

A D

P L

A N

D P

R O

E S

T A

CS107

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

SCALE: 1"=50'

SITE PLAN: ACCESS ROAD PLAN

SITE PLAN: ACCESS ROAD PROFILE

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50

650 650

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

SEE PLAN VIEW NOTE

INV EL: 666.5

36" RCP

TOP OF DIKE EL. 672

1V:4H

EXISTING GRADE

PROPOSED GRADE

STA 1+70.00

I 0 I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8

I 9

I 10

I 11 I 12

ALIGN DIKE ROAD

CS502

EXCESS FINES

TOP EL. 672. (TYP.)

EXCESS FINES

TOP EL. 672. (TYP.)

EXCESS FINES

TOP EL. 672. (TYP.)

EXCESS FINES

TOP EL. 672. (TYP.)

CS502

S-101

S-101 AND S-501 TO S-503 FOR DETAILS.

LEVEL MANAGEMENT STRUCTURE. SEE SHEETS CS507,

FLARED END SECTIONS, 36" RCP CULVERT AND WATER

0.00, OFF 1+70.00STA

20.00, OFF 2+86.21STA

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

0 100'50'

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N O

R T

M A

T C

H L

E S

T A

5' R

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

SCALE: 1"=50'

SITE PLAN: ACCESS ROAD PLAN

SITE PLAN: ACCESS ROAD PROFILE

SCALE: 1"=50'

N A

V D

N A

CS108

12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50

650 650

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

TOP OF DIKE EL. 672

OFFICER. SEE TYPICAL SECTIONS.

COORDINATING WITH CONTRACTING

BE DETERMINED BY CONTRACTOR WHILE

PROFILE FROM STA 23+00 TO STA 43+68 MAY

PROPOSED GRADE

EXISTING GRADE

I 13 I 14

I 15

I 16

I 1

I 20

I 21

I 22

I 23

I 2

ALIGN DIKE ROAD

EXCESS FINES

TOP EL. 672. (TYP.)

EXCESS FINES

TOP EL. 672. (TYP.)

0.00, OFF 22+44.92STA

20.00, OFF 21+84.82STA

CS50

CS502

J1C S

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

0 100'50'

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

N O

R T

MAT

LIN

STA

M A

T C

H L

E S

T A

P L

A N

D P

R O

E S

T A

A C

C E

S S

R O

A D

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

A V

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

C E

S S

R O

A D

P L

A N

D P

R O

E S

T A

CS109

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

SITE PLAN: ACCESS ROAD PLAN

SITE PLAN: ACCESS ROAD PROFILE

SCALE: 1"=50'

N A

V D

N A

25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50

650 650

655 655

660 660

665 665

670 670

675 675

680 680

685 685

690 690

EXISTING GRADE

OFFICER. SEE TYPICAL SECTIONS.

COORDINATING WITH CONTRACTING

BE DETERMINED BY CONTRACTOR WHILE

PROFILE FROM STA 23+00 TO STA 43+68 MAY

I 26 I 27 I 28

I 29 I 30

I 31

I 32

I 33

I 34

I 35 I 36 I 37 I 38

12.00, OFF 28+00.00END TAPER STA

12.00, OFF 29+00.00BEGIN TAPER STA

12.00, OFF 28+00.00END TAPER STA

12.00, OFF 29+00.00BEGIN TAPER STA

CS502

7.00, OFF 30+00.00END TAPER STA

7.00, OFF 34+00.00BEGIN TAPER STA

12.00, OFF 35+00.00END TAPER STA

12.00, OFF 36+00.00BEGIN TAPER STA

7.00, OFF 37+00.00END TAPER STA

ALIGN DIKE ROAD

7.00, OFF 27+00.00BEGIN TAPER STA

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

0 100'50'

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

NORTH

M A

T C

H L

E S

T A

M A

T C

H L

E S

T A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

50' 50' 50' 10' 10' 30'50'

10'R

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

C E

S S

R O

A D

P L

A N

D P

R O

E S

T A

CS110

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

SITE PLAN: ACCESS ROAD PLAN

SITE PLAN: ACCESS ROAD PROFILE

SCALE: 1"=50'

N A

V D

N A

38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50

660 660

665 665

670 670

675 675

680 680

685 685

690 690

695 695

700 700

GRADES SHALL NOT EXCEED 10%.

PLACEMENT OF FILL AND FINAL GRADES.

CONTRACTING OFFICER REGARDING

CONTRACTOR SHALL COORDINATE WITH

FOR CONTRACTOR GUIDANCE.

SHEET IS APPROXIMATE AND PROVIDED

PROPOSED PROFILE SHOWN ON THIS

EXISTING GRADE

0.5%2%

% 10%

10%

V.C. V.C. V.C. V.C. V.C.

TO 40' WIDTH OF EXISTING SWALE.

BOTTOM TYPICAL SECTION ONLY APPLIES

ELEVATION NOT TO EXCEED 679.2. SWALE

CONDITION SHALL BE MAINTAINED AT AN

MATCHING EXISTING DOWNSTREAM

PERPENDICULAR TO SWALE SIDE SLOPES)

MINIMUM SWALE WIDTH OF 40' (MEASURED

MINIMUM ELEVATION OF 687.2.

PROTECTIVE RIDGE AT A

CONTRACTOR SHALL MAINTAIN

OFFICER. SEE TYPICAL SECTIONS.

COORDINATING WITH CONTRACTING

BE DETERMINED BY CONTRACTOR WHILE

PROFILE FROM STA 23+00 TO STA 43+68 MAY

ROADWAY

EXISTING

MATCH

I 39

I 40

I 41

I 42

I 43

I 44 I 45

I 4

I 49 I 50

I 51

CS502

CS5

CS502

7.00, OFF 41+00.00BEGIN TAPER STA

12.00, OFF 42+00.00END TAPER STA

12.00, OFF 43+00.00BEGIN TAPER STA

7.00, OFF 44+00.00END TAPER STA

12.00, OFF 43+00.00BEGIN TAPER STA

19.88, OFF 51+16.12STA

24.85, OFF 50+59.39STA

ALIGN DIKE ROAD

A12

CS502

A12

CS502

TYPICAL SECTION

ONLY APPLIES TO

SWALE BOTTOM, SEE

PROFILE NOTE.

SARAT

G A

STREET

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

0 100'50'

®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

NORTH

M A T

C H L

E S

T A

P L

A N

D P

R O

E S

T A

A C

C E

S S

R O

A D

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

N A

V D

BORROW SITE PLAN

SCALE: 1" = 100'

CS111

WISCONSIN

BUFFALO COUNTY

FLOW

MISSISSIPPI RIVER

3,126,717.65E

847,189.90N

RL1

3,127,156.94 E

847,189.90 N

RL2

3,127,988.88E

847,091.35N

RL3

3,128,255.84E

846,984.87N

RL4

3,128,468.73E

846,832.15N

RL5

3,128,553.79E

846,616.36N

RL6

3,128,077.93E

846,399.36N

RL7

3,127,368.80 E

846,500.69N

RL12

3,127,303.55 E

846,614.66N

RL13

3,126,783.59E

846,823.15N

RL14

3,126,639.27E

847,008.82N

RL15

3,127,983.25E

846,127.05N

RL9

3,127,891.86E

846,425.95N

RL8

3,127,456.40E

846,188.52N

RL10

3,127,534.46E

846,477.02N

RL11

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

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GENERAL SHEET NOTES:

0 200'100'

AERIAL PHOTOS OF THIS AREA ARE DATED 30JULY2020.10.

CONTRACTOR.

STANDARD OPERATING PROCEDURE WHICH WILL BE PROVIDED TO THE

PERIOD PER BANK SWALLOW NEST PREVENTION IMPACT AVOIDANCE

SITE WILL BE VOID OF PEOPLE/EQUIPMENT ACTIVITY FOR ANY 24 HOUR

ALL VERTICAL SLOPES MUST BE GRADED OR PULLED DOWN IF THE BORROW 9.

USING VEGETATION/TREES TO ANCHOR EQUIPMENT.

OF WORK LIMITS, TRAVELING OUTSIDE WORK LIMITS WITH EQUIPMENT, OR

DISTURBED. THIS INCLUDES PUSHING DEBRIS (INCLUDING SAND) OUTSIDE

NO VEGETATION OUTSIDE THE IDENTIFIED WORK LIMITS SHALL BE 8.

DO NOT DISTURB/DAMAGE ANY TREES ON OUTER SLOPES.7.

OPERATION LIMITS. SEE SPECIFICATIONS FOR DETAILS.

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF PROPOSED

AND SITE OPERATIONS WITHIN THESE MAXIMUM WORK LIMITS. THE

THAT THE CONTRACTOR WILL BE ABLE TO ACQUIRE ALL NEEDED MATERIAL

MAXIMUM WORK LIMITS ARE PROVIDED ON THIS SHEET. IT IS ANTICIPATED 6.

SPECIFICATIONS FOR ADDITIONAL LIMITATIONS.

ONLY. NO MATERIAL STOCKPILES WILL BE ALLOWED AT THIS SITE. SEE

USE OF THE READS LANDING SITE SHALL BE LIMITED TO MATERIAL LOADING 5.

OPERATIONS. SEE SPECIFICATIONS FOR ADDITIONAL LIMITATIONS.

ACTIVITIES SHALL NOT INTERFERE WITH GOVERNMENT PLACEMENT

CONSTRUCTION ACTIVITIES. THE CONTRACTOR'S STAGING AND BORROW

ADDITIONAL DREDGE MATERIAL MAY BE PLACED ON THE SITE DURING

THE READS LANDING SITE IS AN ACTIVE DREDGE PLACMENT SITE AND 4.

ACCESS TO THE SITE. SEE SPECIFICATIONS FOR DETAILS.

CONSTRUCTED FOR PREVENTION OF UN-AUTHORIZED RECREATIONAL BOAT

1V:3H SLOPE ON BOTH SIDES, A MINIMUM ELEVATION OF 671.6 AND BE

ISLAND EDGE ACROSS OPENING. BERM SHALL BE MINIMUM 15' WIDE AT TOP,

(NEW OR EXISTING) CHANNEL AND INSTALL A GRANULAR FILL BERM ALONG

FOLLOWING COMPLETION OF WORK THE CONTRACTOR SHALL CLOSE THE 3.

DEVELOPMENT OF THE STAGING SITE.

SUBMITTAL TO THE CONTRACTING OFFICER WILL BE REQUIRED PRIOR TO

SITE AS REQUIRED FOR LOADING OR STAGING ACCESS. A SITE GRADING

READS LANDING SITE. CONTRACTOR MAY DREDGE ACCESS CHANNEL AT THE

APPROXIMATELY 1,125,000 CY OF GRANULAR BORROW IS AVAILABLE AT THE 2.

ALL PROJECT ELEVATIONS REFER TO NAVD 88.1.

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STAGING AREA NORTH

SCALE: 1" = 30'

CS112

S A R

A T O

G A S

T R E E T

E 3,025,788.07

N 909,119.35

SN1

E 3,025,896.05

N 909,239,64

SN4

E 3,025,821.24

N 909,306.01

SN3

E 3,025,713.66

N 909,186.15

SN2

HORTENBACH PARK

GOVERNMENT AND

CONTRACTOR STAGING

AREA NORTH

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®of Engineers

US Army Corps

U .S

R M

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O R

P S

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GENERAL SHEET NOTES:

0 60'30'

ALL AREAS USED SHALL BE RESTORED TO PRE-PROJECT CONDITION.2.

CONTRACTING OFFICER AND BAY CITY.

CONTRACTOR TO COORDINATE USAGE OF STAGING AREA WITH 1.

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SCALE: 1" = 30'

CS113

AREA SOUTH

CONTRACTOR STAGING

GOVERNMENT AND

CAMPGROUND F

IRE L

ANE

K E P

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BAY CITY CAMPGROUND

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®of Engineers

US Army Corps

U .S

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GENERAL SHEET NOTES:

0 60'30'

S T

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COORDINATION WITH THE CONTRACTING OFFICER.

LOCATION WILL BE IDENTIFIED BY THE BAY CITY CAMPGROUND IN

SOUTH STAGING AREA IS APPROXIMATELY 2700 SF. THE EXACT3.

ALL AREAS USED SHALL BE RESTORED TO PRE-PROJECT CONDITION.2.

CONTRACTING OFFICER AND BAY CITY.

CONTRACTOR TO COORDINATE USAGE OF STAGING AREA WITH 1.

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GRANULAR FILL

TOP OF ISLAND

REMNANT ISLAND

ISLAND EDGE

MATCH EXISTING ISLAND FEATURES

ADJUST FILL SLOPES TO NATURALLY

EDGE OF ISLAND

FILL SLOPES

FILL TRANSITION TO REMNANT ISLAND

SCALE: NTS

N A

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PRECONSTRUCTION PHOTOGRAPH

SCALE: NTS

POST CONSTRUCTION PHOTOGRAPH

SCALE: NTS

F13

FINES FILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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0 10 20 30 40 50 60 70 80

US Army Corps

U .S

R M

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GENERAL SHEET NOTES:

DEPRESSIONS SHALL EXIST BETWEEN THE NEW AND EXISTING ISLANDS.

PROVIDE A UNIFORM TIE-IN TO EXISTING GRADE. NO CHANNELS OR

SLOPES ADJOINING EXISTING ISLAND FEATURES MAY VARY IN ORDER TO 4.

VANES AND GROINS NOT SHOWN FOR CLARITY.3.

THE CONTRACTING OFFICER.

EXTENT OF CLEARING OF EXISTING ISLAND VEGETATION WITH APPROVAL OF

SMALL ADJUSTMENTS TO ISLAND ALIGNMENT MAY BE MADE TO MINIMIZE 2.

REMAIN.

BY CONTRACTING OFFICER TO DETERMINE VIABILITY OF EXISTING TREES TO

EXISTING MATURE TREES. MATURE TREE LOCATIONS SHALL BE REVIEWED

CONTRACTOR SHALL ADJUST FILL LIMITS/SLOPES TO LIMIT IMPACT TO

TREES (TREES WITH BASE DIAMETER LESS THAN 6") WITHIN LIMITS OF FILL.

CLEARING SHALL BE LIMITED TO THE REMOVAL OF BRUSH AND IMMATURE 1.

SCALE: NTS

ISLAND 2A TYPICAL SECTION

M A

T 'L

SCALE: NTS

ISLAND 1, MUDFLAT 1 AND BERM 1 TYPICAL SECTION

M A

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CS501

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SCALE: NTS

ISLAND 2A, MUDFLAT 2 AND ISLAND 2B TYPICAL SECTION

M A

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V A

B L

B A

M A

T 'L

GRANULAR FILLEXISTING GROUND LINE VARIES (TYP.)

ISLAND 2B TOP ELEVATION (SEE TABLE 1)

GRANULAR FILL

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN ISLAND 1

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN BERM 1

GRANULAR FILLEXISTING GROUND LINE VARIES (TYP.)

GRANULAR FILL

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN ISLAND 2A

GRANULAR FILLEXISTING GROUND LINE VARIES (TYP.)

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN ISLAND 2B

ISLAND 1 TOP ELEVATION (SEE TABLE 1)

TOP ELEVATION (SEE TABLE 1)

(SEE TABLE 1)

MUDFLAT 1 TOP ELEVATION

(SEE TABLE 1)

MUDLAT 2 TOP ELEVATION

ISLAND 2A TOP ELEVATION (SEE TABLE 1) ISLAND 2B TOP ELEVATION (SEE TABLE 1)

SCALE: NTS

BERM 3 AND MUDFLAT 3 TYPICAL SECTION

E M

A T

'L D

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T H

V A

B L

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN BERM 3

GRANULAR FILL

EXISTING GROUND LINE VARIES (TYP.)

BERM 3 TOP ELEVATION (SEE TABLE 1)

(SEE TABLE 1)

MUDFLAT 3 TOP ELEVATION

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN ISLAND 2B

SEE DETAIL SHEET CS-502

WILLOW PLANTING (TYP.)

N A

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2'67240'20'20'DIKEDIKE

VARIES667.7MUDFLATMUDFLAT 3

67280'GRANULAR BERMBERM 3

VARIES668.2MUDFLATMUDFLAT 2

2'672150'75'75'ISLANDISLAND 2B

2'672150'75'75'ISLANDISLAND 2A

VARIES668.2MUDFLATMUDFLAT 1

67240'GRANULAR BERMBERM 1

2'673230'115'115'ISLANDISLAND 1

DEPTH

FINE MATERIAL

TOP EL.*

"W"

TOP WIDTH

BAFEATURE TYPEFEATURE NAME

ISLAND DIMENSIONS (IN FEET UNLESS OTHERWISE NOTED)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SHEET ID

CL CL

EL. 673

EL. 672

EL. 672 EL. 672

EL. 668.2

3EL. 672

EL. 667.7

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

GENERAL SHEET NOTES:

SEE SHEET CS502 FOR ISLAND END PROTECTION DETAIL F14.10.

SEE SHEET CS502 FOR DIKE TYPICAL SECTION.9.

SECTIONS. SEE SHEET CS502 FOR WILLOW PLANTING DETAILS.

MATERIAL DO NOT RECEIVE WILLOW PLANTINGS AS INDICATED ON TYPICAL

PLANTINGS AROUND TIP OF ISLANDS. GRANULAR BERMS WITHOUT FINE

LOCATIONS AS INDICATED ON TYPICAL SECTIONS. EXTEND WILLOW

PROVIDE WILLOW PLANTINGS ENTIRE LENGTH OF ISLAND EDGES AT 8.

SEED ALL FINE MATERIAL WITH SEED MIXTURE NO. 1.7.

EXISTING ISLANDS MUST BE IN PLACE FOR MATERIAL CONTAINMENT.

BEFORE MATERIAL IS PLACED IN MUDFLATS A COMBINATION OF BERMS OR 6.

WITHIN TOLERANCE.

ELEVATION. REWORK WILL BE REQUIRED IF AVERAGE ELEVATION IS NOT

CONFIRM AVERAGE ELEVATION TO WITHIN +/- 0.25' TOLERANCE FROM TABLE 1

ELEVATION BY +/- 0.5'. HOWEVER, POST CONSTRUCTION SURVEY SHALL

MUDFLAT AREAS MAY HAVE ELEVATIONS THAT VARY FROM TABLE 1

MUDFLAT ELEVATIONS ARE INDICATED ON TYPICALS AND IN TABLE 1. 5.

SHOWN WITH APPROVAL OF THE CONTRACTING OFFICER.

PLANS ARE MAXIMUM LIMTS (+/- 50'). FINAL MUDFLAT LIMITS MAY VARY FROM

MATERIAL AS APPROVED BY THE CONTRACTING OFFICE. LIMITS SHOWN ON

MUDFLAT FILL SHALL CONSIST OF ACCESS DREDGE MATERIAL OR OTHER 4.

LOWEST CONTROL POOL ELEVATION IS 666.6.3.

EXISTING GRADE. SEE PLAN VIEWS FOR SPECIFIC GRADING POINTS.

HOWEVER WIDTHS VARY AT TRANSITIONS TO OTHER ISLANDS AND TO

TYPICAL ISLAND WIDTHS ARE INDICATED BY TABLE 1 ON THIS SHEET. 2.

DETAILS.

GROINS ARE NOT SHOWN FOR CLARITY. SEE SHEET CS503 FOR GROIN 1.

CONSTRUCTION IS COMPLETE.

* ELEVATIONS SHOWN REFLECT ELEVATIONS AS CONSTRUCTED. SETTLEMENT WILL OCCUR AFTER

TABLE 1

EL. 672

DIKE TYPICAL SECTION

SCALE: NTS

7'7' 1V:3H

M A

T 'L

ACCESS ROAD TYPICAL SECTION

SCALE: NTS

GRANULAR FILL

ACCESS ROADWAY

8" AGGREGATE BASE COURSE

EXISTING GROUND LINE VARIES (TYP.)

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN DIKE ROAD

ACCESS ROAD PASSING AREA TYPICAL SECTION

SCALE: NTS

ACCESS ROAD CULDESAC TYPICAL SECTION

SCALE: NTS

55'55'

EXISTING GROUND LINE VARIES (TYP.)

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN DIKE ROAD

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CS502

J O

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WILLOW PLANTING TYP. SECTION

WILLOW PLANTING PLAN VIEW

SECOND ROW (WILLOW EVERY 2')

FIRST ROW (WILLOW EVERY 2')

M A

T 'L

GRANULAR FILL

EXISTING GROUND LINE VARIES (TYP.)

WILLOW CUTTINGS AT ELEVATION 671.

PLACE SECOND ROW OF

CUTTINGS AT ELEVATION 671.66.

PLACE FIRST ROW OF WILLOW

2' TYP.

N A

V D

N A

M N

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(ONLY ONE SIDE SHOWN FOR CLARITY)

EXCESS FINES PLACEMENT

ELEVATION 672 ELEVATION 672

7'7'

EXISTING GROUND LINE VARIES (TYP.)

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN DIKE ROAD

8" AGGREGATE BASE

SPECIFICATIONS

WIDTH OF EXCAVATION AS APPROVED BY CONTRACTING OFFICER AND PER

PLACE GEOGRID BETWEEN INSITU MATERIAL AND GRANULAR FILL FOR

1V:1H EXCAVATION LIMIT

INSITU MATERIAL

BACKFILL WITH STRIPPED

12" MINIMUM GRANULAR FILL

12'12'

EXISTING GROUND LINE VARIES (TYP.)

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN DIKE ROAD

8" AGGREGATE BASE

AND PER SPECIFICATIONS

FILL FOR WIDTH OF EXCAVATION AS APPROVED BY CONTRACTING OFFICER

PLACE GEOGRID BETWEEN COMPACTED INSITU MATERIAL AND GRANULAR

1V:1H EXCAVATION LIMIT

INSITU MATERIAL

BACKFILL WITH STRIPPED

12" MINIMUM GRANULAR FILL

1V:1H EXCAVATION LIMIT

8" AGGREGATE BASE

12" MINIMUM GRANULAR FILL

AND PER SPECIFICATIONS

FILL FOR WIDTH OF EXCAVATION AS APPROVED BY CONTRACTING OFFICER

PLACE GEOGRID BETWEEN COMPACTED INSITU MATERIAL AND GRANULAR

7'7'

EXISTING GROUND LINE VARIES (TYP.)

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN DIKE ROAD

CONTRACTING OFFICER AND PER SPECIFICATIONS

GRANULAR FILL FOR WIDTH OF EXCAVATION AS APPROVED BY

PLACE GEOGRID BETWEEN COMPACTED INSITU MATERIAL AND

1V:1H EXCAVATION LIMIT

INSITU MATERIAL

BACKFILL WITH STRIPPED

12" MINIMUM GRANULAR FILL

12" MINIMUM R45 RIPRAP

EL. VARIES, SEE PROFILE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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N D

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SHEET ID

1% 1%

1' STAGGER

2'1

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®of Engineers

US Army Corps

U .S

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GRANULAR SECTION.

ANY PLACEMENT OF EXCESS FINES TO ESTABLISH 1V:4H

DIKE. GRANULAR FOR DIKE SHALL BE PLACED PRIOR TO

DIKE. EXCESS FINES MAY BE PLACED ON EITHER SIDE OF

SEE PLANS FOR AREAS OF PLACEMENT ADJACENT TO

ACCESS ROAD SWALE BOTTOM TYPICAL SECTION

A12

SCALE: NTS

MATCH EXIST. SWALE GRADE

GENERAL SHEET NOTES:

SEE TABLE 1, SHEET CS501 FOR FEATURE DIMENSIONS AND ELEVATIONS.7.

INDICATED IN THE PLANS.

OF DIKE TO 2% CROSS SLOPE OF ROAD. BOTH CULDESAC LOCATIONS ARE

OVER A LENGTH OF 50' FROM 1% CROSSLOPE AT CULDESAC ON NORTH END

NORTH END AND SOUTH END OF DIKE. ADDITIONALLY A SMOOTH TRANSITION

FROM 0% DIKE ROAD CROSSLOPE TO 1% CROSSLOPE AT CULDESAC ON

CONTRACTOR SHALL PROVIDE SMOOTH TRANSITION OVER A LENGTH OF 25' 6.

ROAD WIDTH.

THREE LOCATIONS. SEE PLANS FOR LENGTH OF TRANSITION FROM 14' TO 24'

ACCESS ROAD PASSING AREAS ARE DESIGNATED IN THE PLAN VIEWS AT 5.

ANY EXCEPTIONS.

CONTRACTOR SHALL WORK WITH THE CONTRACTING OFFICER TO APPROVE

HAS BEEN PROVIDED IN THE PLANS FOR INFORMATION ONLY. THE

EXISTING GRADE IN AREAS NOT ON THE DIKE. EXISTING GROUND PROFILE

THE ACCESS ROAD CENTERLINE SHALL BE NO MORE THAN 1.5' ABOVE 4.

SECTIONS. SEE THIS SHEET FOR WILLOW PLANTING DETAILS.

MATERIAL DO NOT RECEIVE WILLOW PLANTINGS AS INDICATED ON TYPICAL

PLANTINGS AROUND TIP OF ISLANDS. GRANULAR BERMS WITHOUT FINE

LOCATIONS AS INDICATED ON TYPICAL SECTIONS. EXTEND WILLOW

PROVIDE WILLOW PLANTINGS ENTIRE LENGTH OF ISLAND EDGES AT 3.

SEED ALL FINE MATERIAL WITH SEED MIXTURE NO. 1.2.

LOWEST CONTROL POOL ELEVATION IS 666.6.1.

S I

B C

O E

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

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K E

P E

U P

A K

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A N

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L A

C E

M E

N T

J U

L Y

A U

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O T

S T

A U

L D

-B

T N

E N

A M

R O

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D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

E T

CS503

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

H13

SCALE:

SECTION: STANDARD ROCK GROIN

B13

SCALE: 1"=10'

PLAN: STANDARD ROCK GROIN

PROFILE: TYPICAL ROCK GROIN

SCALE:

SECTION: LARGE ROCK GROIN

PLAN: LARGE ROCK GROIN

GRANULAR BASE THICKNESS VAIRES

RIPRAP (3' MIN.)

1V:3H

ELEVATION 670.5

LINE VARIES (TYP.)

EXISTING GROUND

SLOPE VARIES PER GROIN TYPE

30'

ELEVATION 667.5

10'

1V:1H

ELEVATION 672

APPROXIMATE ISLAND TOE

ROCK GROIN

FILL SLOPE 1V:2H

ELEVATION 672

GRANULAR BASE

FILL SLOPE 1V:1.5H

ROCK GROIN

ELEVATION 672

GRANULAR BASE

LINE VARIES (TYP.)

EXISTING GROUND

THICKNESS VAIRES

GRANULAR BASE

RIPRAP (3' MIN.)

1V:2H 4'

THICKNESS VAIRES

GRANULAR BASE

RIPRAP (3' MIN.)

1V:1.5H

LINE VARIES (TYP.)

EXISTING GROUND

N A

V D

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

APPROXIMATE ISLAND TOE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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B Y

C H

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K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

10' 20'0

(ELEVATION 672 SHOWN SOLID)

ISLAND TOP ELEVATION VARIES

E L

E V

A T

D A

T U

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O N

T R

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O O

R D

T E

S Y

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

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E N

E E

R S

:3 H

GENERAL SHEET NOTES:

OF RIP RAP AND A TOP ELEVATION OF 667.5.

PROVIDE A GRANULAR BASE FOR ALL GROINS MATCHING LENGTH AND WIDTH 8.

GROIN TOP ELEVATION AT 672; GROIN ELEVATION AT END OF GROINS 670.5.7.

SHALL BE SPACED 150 FEET ON CENTER.

SPACE STANDARD ROCK GROINS 180 FEET ON CENTER; LARGE GROINS 6.

USE R140 RIPRAP GRADATION.

FOR STANDARD GROINS USE R45 RIPRAP GRADATION; FOR LARGE GROINS 5.

GROIN FILL SLOPE 1V:1.5H STANDARD GROIN: 1V:2H LARGE GROIN.4.

3'.

OF SHALLOW WATER. INSURE ALL GROINS HAVE A MINIMUM THICKNESS OF

EXCAVATION MAY BE REQUIRED DURING PLACEMENT OF GROINS IN AREAS 3.

INDICATED ON THE CONTRACT DRAWINGS.

DEPENDENT ON GROIN TYPE ALONG THE EDGE OF THE ISLAND BERM AS

ROCK GROINS SHALL BE PLACED EITHER 150 FEET OR 180 FEET ON CENTER 2.

LOWEST CONTROL POOL ELEVATION IS 666.6.1.

H3 & H13

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N T

J U

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O T

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A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

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E D

E T

CS504

J O

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ACCESS DREDGE AND MARSH CHANNEL DREDGING TYPICAL SECTION

SCALE: NTS

ACCESS DREDGE PASSING ZONE PLAN

DREDGE PASSING ZONE

ACCESS DREDGE CONTROL LINE

300'

TOP OF DREDGE (TYP)

BOTTOM OF DREDGE (TYP)

'DREDGE PASSING ZONE

ACCESS DREDGE CONTROL LINE

300'

TOP OF DREDGE (TYP)

BOTTOM OF DREDGE (TYP)

EXISTING GROUND LINE VARIES (TYP.)

BOTTOM OF CUT

FINE BORROW MATERIALFINE BORROW MATERIAL

25' BENCH

IN SITU MATERIAL

1/2 C

EXISTING GROUND LINE VARIES (TYP.)

BOTTOM OF CUT

FINE BORROW MATERIALFINE BORROW MATERIAL

IN SITU MATERIAL

(SEE ALIGNMENT PLAN AND TABLES)

VARIOUS ALIGNMENTS

SCALE: NTS

MARSH DREDGE TYPICAL SECTION

EXISTING GROUND LINE VARIES (TYP.)

BOTTOM OF CUT

FINE BORROW MATERIALFINE BORROW MATERIAL

IN SITU MATERIAL

SCALE: NTS

OVERWINTERING DREDGE TYPICAL SECTION

N A

V D

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

VARIES667'MARSH DREDGEMARSH DREDGE D

VARIES667'MARSH DREDGEMARSH DREDGE C

VARIES666'MARSH DREDGEMARSH DREDGE B

VARIES666'MARSH DREDGEMARSH DREDGE A

15'665'MARSH DREDGEMARSH CHANNEL DREDGING

VARIES661.1'659.1'OVERWINTERING DREDGEOVERWINTERING DREDGE 2

VARIES661.1'659.1'OVERWINTERING DREDGEOVERWINTERING DREDGE 1

40'661.1'ACCESS DREDGECATHERINE PASS ACCESS DREDGE

40'660.1'ACCESS DREDGELILY POND ACCESS DREDGE

CBAFEATURE TYPEFEATURE NAME

DREDGE DIMENSIONS (IN FEET UNLESS OTHERWISE NOTED)

25' BENCH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

EL. A (SEE TABLE 1)EL. A (SEE TABLE 1)

EL. B (SEE TABLE 1)

E L

E V

A T

D A

T U

V E

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O N

T R

O L

O O

R D

T E

S Y

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N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

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®of Engineers

US Army Corps

U .S

R M

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O R

P S

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E N

E E

R S

GENERAL SHEET NOTES:

OF ISLANDS OR MUDFLATS AS INDICATED ON TYPICAL SECTIONS.

MATERIAL REMOVED FROM DREDGE CUTS SHALL BE PLACED WITHIN LIMITS 4.

MAXIMUM BOTTOM WIDTH OF ACCESS DREDGING SHALL BE 40'.

WITH AN EXCEPTION FOR THE LILY POND ACCESS DREDGE SEGMENT.

DREDGING EXCAVATION SHALL BE TO A MAXIMUM DEPTH OF ELEVATION 661.1

SHALL BE LIMITED TO THE AREAS INDICATED ON THE PLANS. ACCESS

ACCESS DREDGING SHALL BE MINIMIZED TO THE EXTENT POSSIBLE AND 3.

LOWEST CONTROL POOL ELEVATION IS 666.6.2.

VIEWS FOR SPECIFIC GRADING POINTS.

ARE NOT PROVIDED BY TABLE 1 OR BY PROPOSED ALIGNMENTS. SEE PLAN

WIDTHS AND SHAPES FOR OVERWINTERING AND MARSH DREDGES A TO D 1.

DREDGE PASSING ZONE.

CONTRACTOR, AND CONFIRMED WITH CONTRACTING OFFICER. ACCESS DREDGE TYPICAL SECTION APPLIES TO ACCESS

ACCESS DREDGE PASSING ZONE LOCATION IS SHOWN IN THE PLANS BUT FINAL LOCATION IS TO BE DETERMINED BY THE *

TABLE 1

EL. B (SEE TABLE 1)

EL. A (SEE TABLE 1)EL. A (SEE TABLE 1)

EL. A (SEE TABLE 1) EL. A (SEE TABLE 1)

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T A

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C T

D A

T A

R O

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D A

T A

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C T

D A

T A

J O

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E L

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S A

N D

P A

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CS505

J O

H N

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O N

J H

E N

D R

J O

H N

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TOE OF FILL

20' RADIUS

TOP OF PAD

1V:5H FILL SLOPES

SCALE: NTS

TYPICAL CONSTRUCTION PAD

WISCONSIN CHANNEL SHORELINE PROTECTION

R140 RIPRAP

1V:1H 3 M

' M

EXISTING GROUND LINE VARIES (TYP.)

ELEVATION 665

10'

ELEVATION 665

ELEVATION 672

EXISTING GRADES

SLOPE MATCHES

ELEVATION 672

CATHERINE CUT EAST & WEST SHORELINE PROTECTION

L10

1V:1H

' M

EXISTING GROUND LINE VARIES (TYP.)

EXISTING GRADES

SLOPE MATCHES

ELEVATION 673

WISCONSIN CHANNEL ROCK MOUND

(SEE GENERAL NOTES)

ELEVATION 665

(SEE SHEET CS105)

TYPICAL SECTION ISLAND EDGE

(SEE GENERAL NOTES)

ELEVATION 672

1V:1H

R140 RIPRAP

1V:1.5H

ADJACENT SHORELINE PROTECTION

SLOPE MATCHES GRADES OF

CATHERINE CUT SEDIMENT DEFLECTOR

G13

ELEVATION 673

1V:2.5H

N A

V D

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

SEE NOTE 6 FOR FURTHER SIZING DETAIL

EDGE (SEE SHEET CS106)

TYPICAL SECTION ISLAND

EDGE (SEE SHEET CS106)

TYPICAL SECTION CHANNEL

EDGE (SEE SHEET CS105)

TYPICAL SECTION CHANNEL

EDGE (SEE SHEET CS105)

TYPICAL SECTION ISLAND

EDGE (SEE SHEET CS105)

TYPICAL SECTION CHANNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

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B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

SIDE

CHANNEL

SIDE

ISLAND

E L

E V

A T

D A

T U

V E

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O N

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O O

R D

T E

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T O

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®of Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

GENERAL SHEET NOTES:

THAT REMAIN AFTER CONSTRUCTION SHALL BE GRADED TO ELEVATION 673.0.

OPERATIONS WITH APPROVAL FROM THE CONTRACTING OFFICER. PADS

USED TO ACCESS ISLAND 1, IT MAY REMAIN AT THE END OF CONSTRUCTION

APPROVED BY THE CONTRACTING OFFICER. IF A CONSTRUCTION PAD IS

SHALL BE REMOVED AT THE END OF THE CONSTRUCTION SEASON UNLESS

USE OF CONSTRUCTION PADS IS AT THE OPTION OF THE CONTRACTOR. PADS 7.

GRANULAR FILL FROM AN APPROVED BORROW AREA.

MAXIMUM DIMENSION OF 50' X 200'. PADS SHALL BE CONSTRUCTED OF

CONSTRUCTION PAD SHAPE AND HEIGHT MAY VARY WITH A GENERAL 6.

CONSTRUCTION OF EACH FEATURE.

AND GRUBBING WITH THE CONTRACTING OFFICER PRIOR TO COMMENCING

TREES TO PLACE. THE CONTRACTOR SHALL VERIFY EXTENT OF CLEARING

ALL FEATURES ON THIS SHEET MAY REQUIRE CLEARING AND GRUBBING OF 5.

THE CONTRACTING OFFICER.

MOUND FEATURE TO SHORELINE PROTECTION FEATURE AS APPROVED BY

THE CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITION FROM ROCK

AREA. REMAINDER OF LENGTH SHALL BE SHORELINE PROTECTION FEATURE.

AREA. UTILIZE ROCK MOUND FEATURE FOR 50' OF LENGTH ACROSS ERODED

ELEVATION 665 FOR THE WISCONSIN CHANNEL SHORELINE PROTECTION

EXISTING ISLAND. ROCK MOUND TOP ELEVATION SHALL BE 672 AND BOTTOM

ROCK MOUND FEATURE SHALL BE USED AT AREA OF EXISTING EROSION INTO 4.

VIEWS FOR SPECIFIC GRADING POINTS THAT ARE PROVIDED.

PROTECTION, ROCK MOUND OR SEDIMENT DEFLECTOR FEATURES. SEE PLAN

ALIGNMENTS AND PROFILES ARE NOT PROVIDED FOR SHORELINE 3.

THE SPECIFICATIONS.

RIPRAP SHALL MEET THE REQUIREMENTS OF THE LABELED GRADATION AND 2.

LOWEST CONTROL POOL ELEVATION IS 666.6.1.

WEST SHORELINE PROTECTION

CATHERINE CUT

EAST SHORELINE PROTECTION

CATHERINE CUT

RIPRAP R140RIPRAP R140

A N

S I

B A

Y C

R C

E C

O U

N T

Y I

S L

A N

D M

G M

A R

E A

L A

K E

P E

U P

A K

E P

S L

A N

D P

L A

C E

M E

N T

J U

L Y

A U

L D

S T

A U

L M

E S

O T

S T

A U

L D

-B

T N

E N

A M

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

R O

D U

C T

D A

T A

J O

H N

S T

O N

A N

D C

U L

V E

R T

R A

R O

C K

E R

L A

N D

E N

D P

R O

T E

C T

E T

CS506

J O

H N

S T

O N

J H

E N

D R

J O

H N

S T

PLAN: ISLAND END PROTECTION

G14

SECTION: ISLAND END PROTECTION

V A

R140 RIPRAP

GROIN (TYP.)

ISLAND TOE

(VAR.)

CATHERINE CUT ROCK LINER

(SEE ALIGNMENT PLAN AND TABLES)

ALIGN ACCESS NORTH SOUTH

EXISTING GROUND LINE VARIES (TYP.)

ELEVATION 667 ELEVATION 667

ELEVATION 661.1

40' MINIMUM

SHALL NOT EXCEED 1V:3H

MATCH EXISTING SLOPE OF BANK

RIPRAP R45

' 3

M A

T 'L

GRANULAR FILLEXISTING GROUND LINE VARIES (TYP.)

ISLAND TOP ELEVATION VARIES

15'

1V:1H

3' OF R140 RIPRAP

N A

V D

N A

M N

S P

C S

O U

T H

Z O

N E

-U .S

U R

V E

Y F

23'31'

6'48'

SCALE: NTS

SECTION: CULVERT INLET RIPRAP

SCALE: NTS

PLAN: CULVERT INLET RIPRAP

3' OF R140 RIPRAP

PORTION OF INLET (TYP.)

UNDER ENTIRE OPEN

RIPRAP TO EXTEND

3' OF R140 RIPRAP

2' OF R45 RIPRAP

DESIGN

ELEVATIONS AND CULVERT

SEE SHEET S-101 FOR INVERT

2' OF GRANULAR FILL

2' OF COMPACTED GRANULAR FILL SEE SHEET CS507 FOR DETAIL

1V:1.5H SLOPE INTO PIPE BEDDING

FOR ALIGNMENT

SEE PLAN VIEW

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

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B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

E L

E V

A T

D A

T U

V E

R T

L C

O N

T R

O L

O O

R D

T E

S Y

S T

E M

O R

N T

A L

C O

N T

R O

C O

M B

D F

A C

T O

C F

G E

®of Engineers

US Army…

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