PLANS_CERT_FINAL_RTA_FY19_Saginaw_CDF_Dike_Raising_11Feb2019.pdf

PDF 5 MB Posted Mar 1, 2019

Attached to: FY19 Saginaw CDF Incremental Dike Raising
Solicitation number: W911XK19B0001
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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File	Type	Posted
Abstract_W911XK19B0001_.pdf	PDF	Jun 24, 2019
W911XK19B0001_FY19_Saginaw_Dike_Raising.pdf	PDF	Mar 1, 2019
SPECS_CERT_FINAL_RTA_FY19_Saginaw_CDF_Dike_Raising_11Feb2019.pdf	PDF	Mar 1, 2019

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S O

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SHEET ID

®of Engineers

US Army Corps

U .S

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg10:02:39 AM 2/11/2019

...\Active Projects\OM-Saginaw, MI (153566)-FY19 Saginaw Bay CDF Dike Raising\3 - CADD\CAD_BIM\_Sheets\

R O J E

C T N

U M

B E

E N

A M

A N

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

T R

M I

A N A of Engineers

US Army Corps

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

REQUIRED BY ER 1110-1-8152

PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.

E B

PROJECT LOCATION

C O

V E

R S

H E

E T

G-001

11FEB2019

MICHIGAN

ILLINOIS

INDIANA OHIO

LAKE SUPERIOR

GEORGIAN

BAY

LAKE

ERI

CANADA

0 5025 75 100

LAKE HURON

MICHIGAN

LAKE

LOCATION MAP SCALE OF MILES

INTERNATIONAL

BOUNDARY

I N T E R

NATI

ONAL

MINNESOTA

SOO

WISCONSIN

SAGINAW

DETROIT NDARY

B O

DULUTH

US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

GREEN BAY

HAVEN

GRAND

CHICAGO

IOWA

DAVENPORT

CLEVELANDFORT WAYNE

LOCATION

PROJECT

VICINITY MAP

NOT TO SCALE

GENERAL NOTES:

A E

G -0

.d g n

BAY COUNTY, SAGINAW, MI

FY19 SAGINAW BAY CDF

INCREMENTAL DIKE RAISING

F Y S

A G

A W B

A Y C

D F

B A

Y C

O U

N T

Y S

A G

A W

M I

R E

M E

N T

A L D

E R

R O

S S

K O

R Z

E T

C T

R O

M M

E R

C T

R O

M M

E R

10,800 CY

37,200 CY

500 TONS

CUT (CDF MATERIAL ONLY)

FILL (CDF MATERIAL ONLY)

21AA STONE

MARIE T. STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

TIMOTHY C. SMITH P.E., DEPUTY CHIEF ENGINEERING & CONSTRUCTION OFFICE

X K

W911XK19B0001

SOUTH CELL - PHASE 1

S O

U T

H C

E L L P

H A

S E

FOLLOWING VOLUMES ARE PROVIDED FOR REFERENCE ONLY:

THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATION OF THE MATERIAL VOLUMES REQUIRED TO COMPLETE THE WORK. THE 4.

THE CONSTRUCTION OF A DRAINAGE SWALE ALONG THE RAISED INTERIOR PERIMETER DIKE.

CREST SHALL BE REPAIRED WITH MDOT 21AA STONE TO A MINIMUM ELEVATION OF +13 L.W.D. IN THE AREAS SHOWN HEREIN. THE WORK ALSO INCLUDES FT. ABOVE L.W.D., A 20 FT. MINIMUM CREST WIDTH AND 3 HORIZONTAL ON 1 VERTICAL SIDESLOPES. IN ADDITION, LOW AREAS ON THE EXISTING STONE DIKE

ON THE SOUTH CELL OF THE SAGINAW BAY CDF. THE REQUIRED CONSTRUCTION WILL ESTABLISH A MINIMUM CREST ELEVATION OF +15 PERIMETER DIKES THE WORK UNDER THIS CONTRACT INCLUDES BUT IS NOT LIMITED TO CONSTRUCTION OF APPROXIMATELY 7700 LINEAR FEET OF RAISED INTERIOR 3.

NORTH AMERICAN DATUM (US FEET)

2. THE GRID COORDINATE SYSTEM SHOWN IS BASED ON THE LAMBERT PROJECTION, MICHIGAN SYSTEM OF STATE PLANE COORDINATES, SOUTH ZONE, 1983

POINT/RIMOUSKI, QUEBEC, CANADA. (I.G.L.D. 85). ELEVATIONS ARE SHOWN AS THUS: -25.0

1. ALL ELEVATIONS ARE REFERRED TO LOW WATER DATUM (L.W.D.) FOR LAKE MICHIGAN-HURON ELEVATION 577.5 FT. ABOVE MEAN SEA LEVEL AT FATHER

CERTIFIED FINAL - READY TO ADVERTISE

PHILLIP C. ROSS /S/

TIMOTHY C. SMITH /S/

MARIE T. STRUM /S/

BASE & OPTIONS

REQUIRED VOLUMES

ESTIMATED

A T

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D B

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C T N

C H

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K E

D B

D R

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N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

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I n c r e a o f i t

S u b m

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V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:15:36 AM 2/11/2019

...\Active Projects\OM-Saginaw, MI (153566)-FY19 Saginaw Bay CDF Dike Raising\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

E N

A M

A N

V -1

.d g n

D E

T R

M I

A N A

E B

600'0 300'SCALE: 1"=300'

SAGINAW BAY

EXISTING SSP PLATFORM

EXISTING CROSS DIKE

V-101

ELEVATION +12 L.W.D.

EXISTING STONE PLATFORM

C E

N T R

A N

C E C

H A

N N

E L

AND TRESTLE

PLATFORM PIPELINE

EXISTING PUMPOUT

REGARDING AVAILABILITY

SEE NOTE 4 ON THIS SHEET

CONTRACTOR USE

NOT AVAILABLE FOR

REGARDING AVAILABILITY

SEE NOTE 4 ON THIS SHEET

GENERAL NOTES:

O V

E R

A L L E

G C

O N

N S P

L A

EXISTING STONE PERIMETER DIKE

ARMORED TRENCH

EXISTING STONE

OVERALL EXISTING CONDITIONS

OVERFLOW WEIR STRUCTURE

EXISTING CROSS DIKE

LAYING ON SURFACE

EXISTING 18" HDPE PIPE

2+00

4+00

6+00

0+00

20+

38+00

40+00

42+00

44+00

0 6

64+00

66+00

68+00

70+00

72+00

74+00

76+00

76+80

10+00

8+00

12+00

14+00

18+00

16+00

T= 847.24 L= 1661.41 R= 3440.00

CURVE #105

E. 13265082.196 N. 791511.982

STA. 0+00

E. 13264833.592 N. 789885.476

STA. 16+61.41

T= 3898.32 L= 2419.02 R= 300.00

CURVE #104

E. 13266570.931 N. 789645.728

STA. 40+80.44

T= 1599.23 L= 1742.53 R= 780.00

CURVE #103

E. 13267967.663 N. 789771.451

STA. 58+22.97

T= 635.07 L= 661.72 R= 289.41

CURVE #102

E. 13268241.530 N. 789632.373

STA. 61+53.84

E. 13268490.873 N. 789832.393

STA. 64+84.70

E. 13268856.581 N. 790967.731

STA. 76+77

F Y S

A G

A W B

A Y C

D F

B A

Y C

O U

N T

Y S

A G

A W

M I

R E

M E

N T

A L D

E R

NEST TREE

BALD EAGLES

EXISTING

LEGEND

TREE LINE

BRUSH LINE

EDGE OF WATER

DECIDUOUS TREE

MANHOLE

CATCH BASIN

OVERFLOW WEIR

R O

S S

K O

R Z

E T

C T

R O

M M

E R

C T

R O

M M

E R

500 FT x 50 FT

WORK AND STORAGE AREA

500 FT x 50 FT

WORK AND STORAGE AREA

CONTRACTOR USE

AVAILABLE FOR

PLATFORM IS

THE PUMPOUT

PLATFORM EAST OF

OFFLOADING

WORK AND STORAGE AREAS

DIKE OVERFLOW WEIR

EXISTING STONE PERIMETER

AREA 500 FT X 50 FT

WORK AND STORAGE

DIKE RAISING

DIRECTION, PRIOR TO

REPRESENTATIVE'S

CONTRACTING OFFICER

THE CDF, PER

TO BE MOVED WITHIN

BLOCK W/ PIPE

CONCRETE THRUST

EXISTING

S O

U T

H C

E L L P

H A

S E

X K

REPRESENTATIVE.

COORDINATE USE OF THE FACILITIES WITH THE CONTRACTING OFFICER

FOR THE CONTRACTORS USE UNDER THIS CONTRACT, THE CONTRACTOR SHALL

4. THE EXISTING GOVERNMENT-OWNED OFF-LOADING PLATFORMS ARE AVAILABLE

2018 SURVEY.

SECTIONS SHOWN ON SHEETS C-301 AND C-302 WERE DEVELOPED USING THE

SELECTED CROSS-SECTIONS WAS PERFORMED ON 6/26/2018. THE REQUIRED

12/13/2012 AND IS PROVIDED FOR REFERENCE ONLY. A VERIFICATION SURVEY OF

3. ELEVATIONS AND CONTOURS SHOWN FROM LIDAR ACQUISITION DATED

FATHER POINT/RIMOUSKI, QUEBEC, CANADA. (I.G.L.D. 85).

FOR LAKE MICHIGAN-HURON ELEVATION 577.5 FT. ABOVE MEAN WATER LEVEL AT

2. ELEVATIONS AND CONTOURS ARE REFERRED TO LOW WATER DATUM (L.W.D.)

1983 NORTH AMERICAN DATUM (US FEET)

PROJECTION, MICHIGAN SYSTEM OF STATE PLANE COORDINATES, SOUTH ZONE,

1. THE GRID COORDINATE SYSTEM SHOWN IS BASED ON THE LAMBERT

SOUTH CELL

CELL

NORTHWEST

CELL

NORTHEAST

791,380.89

13,265,078.94

13,268,943.33

SAGINAW DIKE 791,496.50

STATION

COORDINATES

EASTNORTH

CONTROL DATA

DIKE CELL

CERTIFIED FINAL - READY TO ADVERTISE

-0.9

-0.6

3.4

6.3

7.0

7.26614

7 221

WATER

7.3

7.36610

7 282

WATER

7.3

7.4

7.5

7.6

7.7

7.721058

7 655

WATER

7.76611

7 678

WATER

7.721065

7 693

WATER

7.7

7.8

7.821066

7 785

WATER

7.821057

7 822

WATER

7.921060

7 881

WATER

9.0

7.9

8.8

8.0

8.021061

8 002

WATER

7.6

8.121068

8 089

WATER

8.121067

8 094

WATER

8.2

8.131024

8 138

GND

8.2

8.231030

8 200

GND

8.231018

8 219

GND

8.26615

8 240

WATER

8.3

8.331019

8 281

GND

8 290

WATER

8.331023

8 339

GND

8.421069

8 416

WATER

8.531017

8 459

GND

8.66616

8 606

WATER

8.7

8.621059

8 642

WATER

21056

8 657

WATER

8.7

21055

8 660

WATER

21062

8 681

WATER

8.8

8.721054

8 744

WATER

21070

8 758

WATER

8.821053

8 767

WATER

8.86612

8 829

WATER

8.821051

8 874

WATER

8.9

9.0

9.050142

8 997

GND

31044

9 021

GND

9.131029

9 062

GND

9.2

9.26607

9 190

WATER

9.321052

9 263

WATER

9.3

9.321071

9 316

WATER

9.4

9.421031

9 354

WATER

21063

9 371

WATER

9.421020

9 427

WATER

9.521073

9 447

WATER

9.5

9.521072

9 491

WATER

9.5

9.521064

9 505

WATER

9.521032

9 523

WATER

9.66617

9 568

WATER

9.621025

9 647

WATER

9.7

21074

9 714

WATER

21024

9 749

WATER

9.821023

9 754

WATER

9.8

9.821050

9 829

WATER

9.921029

9 875

WATER

9.9

9.921038

9 898

WATER

21040

9 907

WATER

9.9

9.921028

9 936

WATER

9.96618

9 949

WATER

9.5

10.0

10.0 10.0

21042

9 967

WATER

21039

9 969

WATER

21041

9 976

WATER

10.0

21037

9 986

WATER

31505

9 989

GND

9.4

10.0

10.0 21030

10 031

WATER

21049

10 036

WATER

10.1

10 080

WATER

10.1

21034

10 095

WATER

10 100

WATER

10.1 21022

10 134

WATER

10.2

21033

10 183

WATER

10.2

21043

10 199

WATER

21021

10 209

WATER

10.2 21044

10 249

WATER

10.3 21036

10 299

WATER

10.3

21045

10 343

WATER

10.5 21046

10 461

WATER

10.6 6600

10 560

WATER

10.6

10.

10 574

WATER

21047

10 586

WATER

10.6 6606

10 598

WATER

10 662

WATER

10.7 6598

10 738

WATER

10.8

10 781

WATER

10 798

WATER

10.8

10 818

WATER

10.9

10 890

WATER

10.9

11.0

10 953

WATER

21048

10 957

WATER

11.0

11 016

WATER

50211

11 023

GND

31028

11 031

GND

11.1

21035

11 095

WATER

21027

11 099

WATER

11.2

11.1

11.2

11.3

11.3 31022

11 255

GND

11.3 50218

11 280

GND

11.3 50146

11 289

GND

11.3

11.3 50224

11 322

GND

11.3 35753

11 331

GND

11.4

11.4 50208

11 360

GND

11.4

35781

11 426

GND

35755

11 429

GND

11.4

50225

11 433

GND

50205

11 450

GND

11.5

35639

11 455

GND

35633

11 457

GND

50161

11 478

GND

11.5

11.5 35695

11 503

GND

11.5

11.5 11.5

11.5

35724

11 519

GND

35754

11 520

GND

50186

11 525

GND

50238

11 531

GND

11.5

11.5 35643

11 540

GND

50222

11 548

GND

11.6

35646

11 557

GND

35777

11 568

GND

50223

11 573

GND

11.6

11.6 35648

11 582

GND

50226

11 583

GND

50220

11 590

GND

50227

11 593

GND

50187

11 595

GND

11.6

50182

11 603

GND

50206

11 606

GND

35697

11 607

GND

35655

11 611

GND

35619

11 614

GND

35652

11 614

GND

50219

11 616

GND

11.6

50217

11 630

GND

50212

11 632

GND

50210

11 640

GND

11.7

11.6

11.6 11.7

11.7

50246

11 644

GND

35624

11 644

GND

35657

11 646

GND

35631

11 655

GND

35779

11 656

GND

35750

11 659

GND

35766

11 659

GND

35666

11 660

GND

11.7

35621

11 663

GND

50001

11 673

GND

50236

11 680

GND

35674

11 682

GND

11.7

50201

11 685

GND

35671

11 692

GND

35775

11 692

GND

35653

11 694

GND

35650

11 698

GND

50221

11 699

GND

50203

11 700

GND

50228

11 701

GND

11.7

11.7 35768

11 708

GND

50306

11 709

GND

50184

11 709

GND

35664

11 711

GND

50209

11 720

GND

11.7

50232

11 730

GND

35667

11 731

GND

35623

11 736

GND

50002

11 737

GND

50239

11 739

GND

11.8

35629

11 753

GND

50252

11 754

GND

35726

11 758

GND

50248

11 762

GND

11.8

12.0

11.8

50247

11 768

GND

50231

11 776

GND

35730

11 779

GND

35676

11 779

GND

35783

11 782

GND

50202

11 783

GND

11.8

50235

11 793

GND

35751

11 795

GND

35662

11 796

GND

35702

11 801

GND

50159

11 803

GND

35761

11 804

GND

11.8

35637

11 810

GND

35731

11 812

GND

35773

11 814

GND

35736

11 814

GND

35699

11 816

GND

35701

11 835

GND

35722

11 841

GND

50166

11 843

GND

50207

11 844

GND

35764

11 844

GND

11.9

11.9 35732

11 853

GND

35720

11 861

GND

50179

11 863

GND

11.9

12.1

11.9

50204

11 877

GND

50234

11 878

GND

35661

11 887

GND

35769

11 888

GND

11.9

35757

11 893

GND

35627

11 894

GND

35771

11 899

GND

35706

11 900

GND

35711

11 903

GND

35748

11 904

GND

50251

11 907

GND

35785

11 910

GND

11.9

35723

11 914

GND

50075

11 920

GND

50188

11 929

GND

50307

11 930

GND

35759

11 932

GND

12.1

11.9

50237

11 935

GND

50090

11 940

GND

35714

11 947

GND

35705

11 950

GND

11.9

12.0

12.0 35742

11 959

GND

35704

11 961

GND

11.8

12.0

50230

11 983

GND

35687

11 984

GND

35734

11 985

GND

12.8

11.6

12.1

12.0

35710

12 001

GND

35738

12 003

GND

50233

12 011

GND

35717

12 015

GND

11.4

13.0

12.0

12.0 50244

12 032

GND

12.1

12.1 35743

12 051

GND

50245

12 053

GND

35718

12 056

GND

12.1

12.1 35728

12 066

GND

35626

12 066

GND

35684

12 075

GND

35682

12 076

GND

12.1

35708

12 089

GND

35740

12 097

GND

35716

12 100

GND

12.2

50216

12 164

GND

12.2

11.7

12.2

21026

12 167

WATER

50240

12 168

GND

35678

12 179

GND

50229

12 183

GND

50185

12 185

GND

12.2 50243

12 217

GND

12.2

12.2 31031

12 231

GND

31025

12 241

GND

12.3 50163

12 258

GND

12.3

12.3 35745

12 280

GND

35680

12 284

GND

50310

12 288

GND

12.3

31027

12 301

GND

50318

12 302

GND

35688

12 307

GND

12.3 50311

12 316

GND

12.4 50189

12 380

GND

12.450150

12 401

GND

12.4

50089

12 419

GND

35691

12 426

GND

12.4 50178

12 439

GND

12.6

50308

12 522

GND

50157

12 541

GND

12.6

12.6 35739

12 573

GND

50181

12 584

GND

12.6 50167

12 592

GND

12.6

50317

12 620

GND

50158

12 620

GND

12.6

12.6 31034

12 634

GND

50190

12 636

GND

12.7 50194

12 663

GND

12.7

12.7 50162

12 671

GND

50149

12 677

GND

12.7 50183

12 710

GND

12.7 31026

12 724

GND

12.8 50168

12 772

GND

12.8 50084

12 787

GND

12.8 50117

12 799

GND

12.8

12.9

12.8 50292

12 850

GND

12.9

12.9 50192

12 861

GND

50156

12 864

GND

12.9

13.0

13.0 50121

12 987

GND

13.0

13.050152

13 012

GND

13.0

13.1

13.1 31063

13 070

GND

13.1

13.1 50320

13 140

GND

13.2

13.2 50316

13 154

GND

13.2

13.2 50191

13 182

GND

13.2

13.2 50160

13 231

GND

13.3 50324

13 271

GND

13.3

13.3 50313

13 307

GND

13.3

50319

13 329

GND

50274

13 336

GND

13.4

31056

13 363

GND

31062

13 381

GND

13.4

31503

13 400

GND

50312

13 401

GND

13.4

31060

13 437

GND

31021

13 438

GND

13.5

13.5 50283

13 451

GND

50195

13 456

GND

13.5

13.5 31035

13 479

GND

13.5

13.550148

13 508

GND

13.5

13.6 31059

13 525

GND

13.5

31066

13 536

GND

13.6

31054

13 553

GND

31051

13 555

GND

31055

13 572

GND

31057

13 573

GND

50193

13 584

GND

13.6

31053

13 595

GND

50196

13 601

GND

13.6

13.6 50133

13 632

GND

13.6

13.7

31058

13 683

GND

31048

13 685

GND

31001

13 693

GND

50303

13 697

GND

13.7

50304

13 699

GND

31032

13 701

GND

13.7

13.750151

13 727

GND

13.7

13.8

13.7 50288

13 743

GND

31052

13 751

GND

50119

13 759

GND

13.8

13.8 50279

13 763

GND

50123

13 771

GND

50137

13 771

GND

50140

13 778

GND

13.8 50144

13 795

GND

13.8 31064

13 804

GND

13.8

13.8 31047

13 838

GND

13.9

13.8 50323

13 851

GND

31050

13 854

GND

13.9

13.9 50145

13 868

GND

50136

13 880

GND

50315

13 885

GND

13.9 50200

13 894

GND

13.9

31002

13 942

GND

31004

13 948

GND

13.5

50141

13 953

GND

14.0

14.0 31040

13 973

GND

31043

13 980

GND

14.0

14.0 31061

13 992

GND

14.0

50120

14 019

GND

50264

14 022

GND

31012

14 023

GND

31049

14 025

GND

31009

14 030

GND

50169

14 030

GND

14.0

14.0 31036

14 037

GND

31003

14 037

GND

50134

14 038

GND

50115

14 038

GND

50127

14 041

GND

14.1

14.1 31037

14 056

GND

50135

14 056

GND

50314

14 063

GND

14.1

14.1 31500

14 078

GND

50321

14 084

GND

14.1

14.1 31008

14 098

GND

14.1 50256

14 133

GND

14.2

14.1

14.2

14.1 31038

14 141

GND

50322

14 148

GND

50139

14 155

GND

31007

14 159

GND

14.2 31039

14 167

GND

14.2

31041

14 185

GND

50174

14 190

GND

31045

14 197

GND

14.2 50122

14 212

GND

14.2

31502

14 226

GND

50138

14 230

GND

14.2 50170

14 245

GND

14.3

31501

14 278

GND

50155

14 286

GND

50126

14 297

GND

50276

14 303

GND

14.3

14.3 50257

14 307

GND

31046

14 318

GND

50270

14 325

GND

50271

14 325

GND

14.3 50267

14 329

GND

14.4

31042

14 365

GND

50277

14 367

GND

14.4 31020

14 374

GND

50177

14 386

GND

14.4

50278

14 397

GND

50284

14 397

GND

50260

14 400

GND

14.4 50268

14 431

GND

14.4 14.4

14.4 50275

14 444

GND

50286

14 449

GND

50287

14 450

GND

14.5 31010

14 462

GND

14.5

14.5 50261

14 486

GND

50269

14 491

GND

14.5

14.5 50258

14 523

GND

50130

14 525

GND

14.6

14.5 50262

14 544

GND

50131

14 555

GND

14.6 50129

14 561

GND

14.6

14.6 50259

14 587

GND

50285

14 591

GND

50175

14 600

GND

14.7

14.6

50294

14 622

GND

50118

14 622

GND

50263

14 625

GND

50132

14 658

GND

14.4

14.7

50176

14 690

GND

50293

14 692

GND

14.7 31504

14 711

GND

14.8 50300

14 759

GND

14.8 50302

14 771

GND

14.8

14.9 50124

14 872

GND

14.9 50299

14 907

GND

14.9

14.9 14.9 50295

14 938

GND

50296

14 940

GND

15.0

15.0 15.0

15.0

50298

14 979

GND

50297

14 981

GND

31016

14 987

GND

31015

14 991

GND

15.0

15.0 50301

15 021

GND

15.2

15.3

15.3 50125

15 330

GND

15.4

15.5

15.6

15.7

15.6 50171

15 641

GND

15.7

15.7 50128

15 691

GND

15.8 50102

15 814

GND

15.8

15.9

15.7

15.9

16.4 31506

16 376

GND

31011

16 591

GND

17.0

17.1

17.3

17.5

17.6

17.7

17.8

18.0

50086

18 181

GND

18.3

18.9 50088

18 904

GND 19.1

50087

19 474

GND

19.5

19.6 19.9

20.4

21.4

21.2

23.3

23.8

23.9 50215

23 940

GND

23.9

24.0 50213

23 980

GND

24.0 50214

23 994

GND

24.0 50153

24 017

GND

24.1

24.1 50079

24 101

GND

50076

24 115

GND

50172

24 127

GND

24.1 50080

24 149

GND

24.2 50173

24 173

GND

24.250147

24 211

GND

24.3 50280

24 277

GND

31014

24 290

GND

24.3 50281

24 317

GND

24.3

50077

24 326

GND

50081

24 327

GND

50309

24 329

GND

50106

24 329

GND

50180

24 333

GND

24.4 31013

24 357

GND

50290

24 396

GND

24.4

50282

24 409

GND

50272

24 410

GND

50097

24 422

GND

24.4

24.4 50078

24 430

GND

50165

24 443

GND

24.5 50291

24 471

GND

24.5

50154

24 493

GND

50105

24 494

GND

50289

24 499

GND

50100

24 508

GND

24.5 50103

24 527

GND

24.5

24.5 50273

24 533

GND

50082

24 550

GND

24.6 31005

24 585

GND

24.6

50265

24 596

GND

50164

24 605

GND

50083

24 611

GND

50098

24 616

GND

24.6

50111

24 620

GND

50305

24 626

GND

24.6

24.7

50107

24 649

GND

50113

24 655

GND

31006

24 657

GND

24.7 50093

24 666

GND

24.7

50095

24 687

GND

50110

24 687

GND

50099

24 691

GND

50266

24 693

GND

24.7

50108

24 725

GND

50104

24 727

GND

24.8

24.7

24.7 50101

24 744

GND

24.8

50109

24 797

GND

50094

24 822

GND

24.8 50091

24 827

GND

24.950112

24 886

GND

24.9

24.9 50092

24 890

GND

24.950114

24 916

GND

24.9

25.0 50096

24 963

GND

25.0

25.1

25.2

25.3

25.4

25.5

27.5

13.7

2020 20.2 20.2

0+00

16+61

PCC

40+

PRC

3PRC

64+

76+

POE

-0.9

-0.6

0.0

1.0

3.4

6.3

7.3

7.4

7.5

7.6

7.7

7.8

9.0

7.9

8.8

8.0

7.6

8.2

8.1

8.2

8.28.3

8.3

8.5

8.9

9.0

9.1

9.2

9.3

9.4

9.5

9.7

9.8

9.9

9.5

10.0

9.4

10.2

10.3

10.8

10.9

11.0

11.0 11.0

11.0

11.1

11.2

11.1

11.2

11.3

11.4

11.5

11.5 11.5

11.5

11.6

11.7

11.8

11.9

12.1

11.9

12.1

11.9

12.8

11.6

11.4

13.0

12.2

12.3

12.4

12.6

12.7

12.8

12.9

13.0

13.1

13.2

13.3

13.4

13.5

13.6

13.5

13.6

13.7

13.8

13.9

13.8

13.9

13.5

14.0

14.1

14.2

14.1

14.2

14.3

14.4

14.5

14.6

14.7

14.8

14.9

15.0

15.2

15.3

15.4

15.5

15.7

15.8

15.9

17.1

17.3

17.5

17.6

17.8

18.3

18.9

19.1 20

21.4

24.2

24.3

24.4

24.5

24.6

24.7

24.8

24.7

24.8

24.9

25.0

25.3

27.5

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

4+00

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:16:09 AM 2/11/2019

...\Active Projects\OM-Saginaw, MI (153566)-FY19 Saginaw Bay CDF Dike Raising\3 - CADD\CAD_BIM\_Sheets\

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SCALE: 1"=200' 400'0 200'

C-101

SAGINAW BAY

EXISTING CROSS DIKE

SAGINAW BAY

LEGEND

TREE LINE

BRUSH LINE

EDGE OF WATER

DECIDUOUS TREE

CLEARING & GRUBBING AREA

E X

G C

H A

N N

E L

OVERFLOW WEIR

EXISTING PERIMETER DIKE

WEIR STRUCTURE

EXISTING CROSS DIKE OVERFLOW

AND TRESTLE

PLATFORM PIPELINE

EXISTING PUMPOUT

2+00

4+00

6+00

0+00

8+00

10+00

12+00

14+00

16+00

18+00

20+

38+00

40+00

42+00

44+00

0 6

64+00

66+00

68+00

70+00

72+00

74+00

76+00

76+80

80 FOOT WIDE STRIP

CLEARING & GRUBBING AREA

R E

Q U

E D S

E P

L A

ARMORED TRENCH

EXISTING STONE

SEE NOTE 9.

TIE INTO EXISTING RAISED DIKE.

REQUIRED SITE PLAN

ARMORED TRENCH

OVER EXISTING STONE

NO EQUIPMENT ALLOWED

NOTES:

SEE NOTE 10.

OVERFLOW WEIR

EXISTING PERIMETER DIKE

WITHIN 200' RADIUS OF

DO NOT CONSTRUCT DIKES

REPLACE AT END OF CONTRACT

THIS PIPE FOR ACCESS.

CONTRACTOR ALLOWED TO MOVE

LAYING ON SURFACE

EXISTING 18" HDPE PIPE

Y S

A G

A W B

A Y C

D F

B A

Y C

O U

N T

Y S

A G

A W

M I

R E

M E

N T

A L D

E R

RADIUS OF EAGLE NEST TREE

NO ACTIVITY WITHIN 330 FT.

F T

OVERFLOW WEIR

SEE NOTE 9

TIE INTO EXISTING RAISED DIKE.

R O

S S

K O

R Z

E T

C T

R O

M M

E R

C T

R O

M M

E R

31 23 00

AREAS. SEE SPEC SECTION

SOILS DUE TO LOW-LYING

MAY CONTAIN SATURATED

REQUIRED DIKE FOOTPRINT

SEE NOTE 12

EAGLE NEST

EXISTING BALD

EXISTING

STA. 47+80 TO 76+80

STA. 0+00 TO 29+00 AND

BASE CONTRACT

STA. 29+00 TO 38+40

OPTION 1

STA. 38+40 TO 47+80

OPTION 2

SEE SPEC SECTION 31 23 00

THE CDF IS PROHIBITED.

DISCHARGE OF WATER FROM

STA. 47+80 TO 76+80

STA. 0+00 TO 29+00 AND

BASE CONTRACT

DRAINAGE SWALE SEE NOTE 13

REQUIRED 12-FOOT-WIDE

THAN +15 LWD

SURFACE IS HIGHER

EXISTING GROUND

C-301 FOR AREA WHERE

SECTIONS ON SHEET

SEE REQUIRED

SHEETS C-301 AND C-302

REQUIRED SECTIONS ON

ON SHEET C-303 AND

SEE TYPICAL SECTIONS

REQUIRED RAISED DIKE

ON SHEETS C-301 AND C-302

C-303 AND REQUIRED SECTIONS

SEE TYPICAL SECTIONS ON SHEET

REQUIRED RAISED DIKE

S O

U T

H C

E L L P

H A

S E

X K

SOUTH CELL

SWALE SEE NOTE 13

REQUIRED DRAINAGE

CELL

NORTHEAST

CELL

NORTHWEST

CONDITIONS.

NECESSARY, TO MAKE THEIR OWN DETERMINATION OF EXISTING

CONTRACTOR SHALL MAKE THEIR OWN INVESTIGATION, AS THEY DEEM

PERSONNEL LOADS WITHIN THE SAGINAW BAY CDF IS UNKNOWN. THE

THE ABILITY OF EXISTING MATERIAL TO HANDLE EQUIPMENT AND/OR 15.

AS-BUILT DRAWINGS OF EXISTING STONE PERIMETER DIKE.

STATIONS 63+50 TO 71+00. REFER TO SPECIFICATION SECTION 01 99 90 FOR

SPECIFICATION SECTION 31 23 00. KNOWN REPAIR AREAS BETWEEN

CONTRACT) WITH MDOT 21AA STONE TO ELEVATION +13 L.W.D. PER

REPAIR ALL LOW AREAS ON THE CREST OF EXISTING PERIMETER DIKE (BASE 14.

DETAILS.

SECTIONS ON SHEETS C-301 AND C-302 AND SPEC SECTION 31 23 00 FOR

REQUIRED DRAINAGE SWALE TO BE CUT TO +11 L.W.D. SEE TYPICAL 13.

US FISH AND WILDLIFE SERVICE ARE: LAT.43.66945, LONG. -83.82810.

COORDINATES OF THE EXISTING BALD EAGLE NEST, AS PROVIDED BY THE 12.

SECTION 31 10 00.

THE C/L OF THE SOUTH CELL STONE PERIMETER DIKE AND AS PER SPEC

11. CLEAR AND GRUB AREA WITHIN AN 80 FOOT WIDE STRIP LANDWARD FROM

GRADE.

OVERFLOW WEIR AT STA. 61+53. THE TRANSITION SHALL BE A MAXIMUM 12%

GROUND SURFACE 200 FEET FROM EITHER SIDE OF THE EXISTING

HEIGHT ON THE RAISED SOUTH INTERIOR PERIMETER DIKE TO THE EXISTING

10. THE CONTRACTOR SHALL PROVIDE A TRANSITION FROM THE NEW CREST

SHALL BE A MAXIMUM 12% GRADE.

CREST HEIGHT ON THE NORTH INTERIOR PERIMETER DIKE. THE TRANSITION

HEIGHT ON THE RAISED SOUTH INTERIOR PERIMETER DIKE TO THE EXISTING

9. THE CONTRACTOR SHALL PROVIDE A TRANSITION FROM THE NEW CREST

THE MATERIAL STOCKPILED ALONG EXISTING TRENCHES.

PERMITTED TO BE USED AS BORROW FOR DIKE CONSTRUCTION INCLUDING

8. EXISTING MATERIALS WITHIN THE NORTHWEST AND SOUTH CELLS ARE

TO BE USED FOR DIKE CONSTRUCTION.

7. EXISTING MATERIALS WITHIN THE NORTHEAST CELL ARE NOT PERMITTED

DATED 6/26/2018.

C-302 WERE DEVELOPED USING DATA FROM THE VERIFICATION SURVEY

TYPICAL SECTIONS. THE REQUIRED SECTIONS SHOWN ON SHEETS C-301 &

6. SEE SHEETS C-301 AND C-302 FOR REQUIRED SECTIONS AND C-303 FOR

THE 2012 SURVEY.

MATERIAL HAS BEEN PLACED IN THE NORTHWEST AND SOUTH CELLS SINCE

12/13/2012 AND IS PROVIDED FOR REFERENCE ONLY. ADDITIONAL DREDGED

5. ELEVATIONS AND CONTOURS SHOWN FROM LIDAR ACQUISITION DATED

WATER LEVEL AT FATHER POINT/RIMOUSKI, QUEBEC (I.G.LD. 1985)

(L.W.D.) FOR LAKE MICHIGAN-HURON ELEVATION 577.5 FT. ABOVE MEAN

4. ELEVATIONS AND CONTOURS ARE REFERRED TO LOW WATER DATUM

ZONE, 1983 NORTH AMERICAN DATUM (US FEET)

PROJECTION, MICHIGAN SYSTEM OF STATE PLANE COORDINATES, SOUTH

3. THE GRID COORDINATE SYSTEM SHOWN IS BASED ON THE LAMBERT

REQUIRED.

2. ALL ITEMS SHOWN ON THIS SHEET ARE EXISTING UNLESS MARKED AS

CONTRACTING OFFICER.

CONTRACTOR SHALL COORDINATE USE OF THE FACILITIES WITH THE

AVAILABLE FOR THE CONTRACTORS USE UNDER THIS CONTRACT, THE

1. THE EXISTING GOVERNMENT-OWNED OFF-LOADING PLATFORMS ARE

CERTIFIED FINAL - READY TO ADVERTISE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

-10

0+00

-10

3+00

-10

6+50

-10

10+00

13+60

17+00

20+80

24+30

28+00

31+50

35+00

38+40

40+50

42+60

44+60

48+60

50+60

52+60

54+60

56+80

DIST. (FT.)

L .W .D (F

01020304050607080

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

-10 -20

01020304050607080 -10 -20

01020304050607080 -10 -20 01020304050607080 -10 -20

01020304050607080 -10 -20

01020304050607080 -10 -2001020304050607080 -10 -20

01020304050607080 -10 -20

01020304050607080 -10 -2001020304050607080 -10 -20

01020304050607080 -10 -20

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg9:16:34 AM 2/11/2019

...\Active Projects\OM-Saginaw, MI (153566)-FY19 Saginaw Bay CDF Dike Raising\3 - CADD\CAD_BIM\_Sheets\

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C -3

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V E

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A1 SCALE: 1"= 20'

REQUIRED CROSS SECTIONS

REQUIRED FILL AREA

REQUIRED CUT AREA

LEGEND R

Q U

E D S

E C

N S

C-301

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

10'

DIKE

EX. S

A W B

A Y

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

E X

E C /L

E X

E C /L

E X

E C /L

E X

E C /L

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

S A

A W B

A Y

S A

A W B

A Y

S A

A W B

A Y

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

E X

E C /L

S A

A W B

A Y

S A

A W B

A Y

10'

DIKE

EX.

E X

E C /L

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

S A

A W B

A Y

10'

DIKE

EX.

E X

E C /L

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

S A

A W B

A Y

10'

DIKE

EX.

E X

E C /L

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

S A

A W B

A Y

10'

DIKE

EX.

E X

E C /L

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

S A

A W B

A Y

10'

DIKE

EX.

E X

E C

/LEX. GROUND

REQ. GROUND

20'

20'20' 20'

20'

20' 20'

20'

F Y S

A G

A W B

A Y C

D F

B A

Y C

O U

N T

Y S

A G

A W

M I

R E

M E

N T

A L D

E R

DIKE

REQ. RAISED

20'

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

NOTES:

SEE NOTE 3

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

R O

S S

K O

R Z

E T

C T

R O

M M

E R

C T

R O

M M

E R

SEE NOTE 4

X K

S O

U T

H C

E L L P

H A

S E

C E

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

REQUIRED RAISED INTERIOR PERIMETER DIKE AT ELEVATION +15 L.W.D.

+15 L.W.D., THE CONTRACTOR MAY NOT REMOVE MATERIAL TO CONSTRUCT A 20 FOOT CREST OF

4. IN AREAS WHERE THE 3H:1V SLOPE FROM REQUIRED SWALE DAYLIGHTS AT ELEVATION HIGHER THAN

EXISTING GROUND SURFACE AT THE TOE OF THE REQUIRED RAISED DIKE IS BELOW EL. +11 L.W.D.

3. REQUIRED BOTTOM OF DRAINAGE SWALE SHALL HAVE A MAX EL. +11 L.W.D. NO FILLING IS REQUIRED IF

ADJACENT TO EXISTING STONE DIKE.

2. DO NOT DISTURB EXISTING STONE DIKE SLOPE, EXERCISE CAUTION WHILE EXCAVATING AREAS

2018 SURVEY WAS COLLECTED.

THAT ADDITIONAL DREDGE MATERIAL WAS HYDRAULICALLY PLACED IN THE SOUTH CELL AFTER THE

1. REQUIRED SECTIONS DEVELOPED WITH DATA FROM VERIFICATION SURVEY DATED 6/26/2018. NOTE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

-10

63+40

65+40

67+60

69+60

71+60

73+50

75+30

76+7758+80

60+80

62+20

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

DIST. (FT.)

L .W .D (F

01020304050607080 -10 -20

01020304050607080 -10 -20 01020304050607080 -10 -20

01020304050607080 -10 -20

01020304050607080 -10 -20 01020304050607080 -10 -20

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A1 SCALE: 1"= 20'

REQUIRED CROSS SECTIONS

Q U

E D S

E C

N S

C-302

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE

20' 10'

DIKE

EX. S

A W B

A Y

EX. GROUND

REQ. GROUND

E X

E C /L

S A

A W B

A Y

S A

A W B

A Y

S A

A W B

A Y

S A

A W B

A Y

E X

E C /L

E X

E C /L

E X

E C /L

E X

E C /L

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

E X

E C /L

S A

A W B

A Y

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

E X

E C /L

S A

A W B

A Y

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

E X

E C /L

S A

A W B

A Y

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

3 1

E X

E C /L

S A

A W B

A Y

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

E X

E C /L

S A

A W B

A Y

20' 10'

DIKE

EX.

EX. GROUND

REQ. GROUND

APPROX. EXISTING DIKE SLOPE E

E C /L

S A

A W B

A Y

F Y S

A G

A W B

A Y C

D F

B A

Y C

O U

N T

Y S

A G

A W

M I

R E

M E

N T

A L D

E R

REQUIRED FILL AREA

REQUIRED CUT AREA

LEGEND

NOTES:

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

DIKE

REQ. RAISED

NOTE 3

SEE

NOTE 3

SEE

NOTE 3

SEE

NOTE 3

SEE NOTE 3

SEE

NOTE 3

SEE

NOTE 3

SEE

NOTE 3

SEE

R O

S S

K O

R Z

E T

C T

R O

M M

E R

C T

R O

M M

E R

S O

U T

H C

E L L P

H A

S E

X K

C E

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

L L

S O

THE TOE OF THE REQUIRED RAISED DIKE IS BELOW EL. +11 L.W.D.

L.W.D. NO FILLING IS REQUIRED IF EXISTING GROUND SURFACE AT

3. REQUIRED BOTTOM OF DRAINAGE SWALE SHALL HAVE A MAX EL. +11

WHILE EXCAVATING AREAS ADJACENT TO EXISTING STONE DIKE.

2. DO NOT DISTURB EXISTING STONE DIKE SLOPE, EXERCISE CAUTION

SURVEY WAS COLLECTED.

WAS HYDRAULICALLY PLACED IN THE SOUTH CELL AFTER THE 2018

SURVEY DATED 6/26/2018. NOTE THAT ADDITIONAL DREDGE MATERIAL

1. REQUIRED SECTIONS DEVELOPED WITH DATA FROM VERIFICATION

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

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SAGINAW BAY

GROUND

EXISTING

0 L.W.D. = 577.5

10'

C-303

10'

REQUIRED RAISED DIKE

20' MIN.

10'

REQUIRED RAISED DIKE

20' MIN.

SAGINAW BAY

GROUND

REQUIRED

GROUND

REQUIRED

GROUND

EXISTING

GROUND

EXISTING

DIKE

STONE

EXISTING

TOP OF

DIKE

STONE

EXISTING

TOP OF

0 L.W.D. = 577.5

+11 L.W.D. = 588.5

+15 L.W.D. = 592.5

+11 L.W.D. = 588.5

+15 L.W.D. = 592.5

SCALE: NTS

REQUIRED FILL AREA

REQUIRED CUT AREA

LEGEND

R E

Q U

E D T

Y P

A L S

E C

15' MIN.

FOR FILL MATERIAL

LIMIT OF EXCAVATION

FOR FILL MATERIAL

LIMIT OF EXCAVATION

F Y S

A G

A W B

A Y C

D F

B A

Y C

O U

N T

Y S

A G

A W

M I

R E

M E

N T

A L D

E R

NOTES:

REQUIRED DIKE

AREA FROM TOE OF

EXCAVATION - FREE

R O

S S

K O

R Z

E T

C T

R O

M M

E R

C T

R O

M M

E R

SECTION 31 23 00

PER SPECIFICATION

STONE TO ELEV. +13 L.W.D.

NEEDED WITH MDOT 21AA

PERIMETER DIKE AS

REPAIR CREST OF EXISTING

SECTION 31 23 00

PER SPECIFICATION

STONE TO ELEV. +13 L.W.D.

NEEDED WITH MDOT 21AA

PERIMETER DIKE AS

REPAIR CREST OF EXISTING

SECTION 31 23 00

PER SPECIFICATION

STONE TO ELEV. +13 L.W.D.

NEEDED WITH MDOT 21AA

PERIMETER DIKE AS

REPAIR CREST OF EXISTING

UNTIL DAYLIGHT, SEE NOTE

CUT SWALE ON 3 ON 1 SLOPE

NOTE:

S O

U T

H C

E L L P

H A

S E

X K

TYPICAL CROSS SECTION - REQUIRED CUT AREAS

PERIMETER DIKE AT ELEVATION +15 L.W.D.

MATERIAL TO CONSTRUCT A 20 FOOT CREST AT REQUIRED RAISED INTERIOR

ELEVATION HIGHER THAN +15 L.W.D., THE CONTRACTOR MAY NOT REMOVE

IN AREAS WHERE THE 3H:1V SLOPE FROM REQUIRED SWALE DAYLIGHTS AT

TYPICAL CROSS SECTION - REQUIRED CUT & FILL AREAS

TYPICAL CROSS SECTION - REQUIRED FILL AREAS

ELEV. +11 L.W.D.

MEASURED AT

SWALE

REQ'D DRAINAGE

12' MIN.

ELEV. +11 L.W.D.

MEASURED AT

SWALE

REQ'D DRAINAGE

12' MIN.

CL CL

STONE DIKE

EXISTING

TOP OF

15' MIN.

REQUIRED DIKE

AREA FROM TOE OF

EXCAVATION - FREE

NOTE 2

SEE

NOTE 2

SEE

AREA OF 34 S.F. IS MET AT ALL LOCATIONS.

3. DRAINAGE SWALE SHALL BE CONSTRUCTED SO A MINIMUM CROSS SECTION

EXCAVATING AREAS ADJACENT TO EXISTING STONE DIKE.

2. DO NOT DISTURB EXISTING STONE DIKE SLOPE, EXERCISE CAUTION WHILE

AWAY FROM THE TOE OF ANY OF THE EXISTING OR REQUIRED DIKES.

EXTEND BEYOND A SURFACE SLOPING DOWNWARD AT A 1 ON 1 SLOPE 15 FT.

ANY OF THE EXISTING OR REQUIRED DIKES . EXCAVATION ALSO MUST NOT

1. EXCAVATION FOR BORROW IS NOT PERMITTED WITHIN 15 FT. OF THE TOE OF

SOUTH CELL

L L

45'

C OF EX. STONE DIKE TO C OF REQ'D RAISED DIKE

SEE NOTE 3

ELEV. +11 L.W.D.

MEASURED AT

SWALE

REQ'D DRAINAGE

L L

45'

C OF EX. STONE DIKE TO C OF REQ'D RAISED DIKE

File details come from the government source that posted it.