Erie_Pier_FY14_Maintenance_RTA_04April2014.pdf

PDF 7 MB Posted Apr 29, 2014

Attached to: FY14 Erie Pier Maintenance, Duluth, MN
Solicitation number: W911XK-14-B-0006
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Plans - Erie Pier Maintenance

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File	Type	Posted
Abstract_Erie_Pier_Duluth_MN_W911XK-14-B-0006.pdf	PDF	Jun 10, 2014
W911XK-14-B-0006_Amendment_03.pdf	PDF	May 28, 2014
DSEPA1404S-501-Amendment_3.pdf	PDF	May 28, 2014
FY14_Erie_Pier_Maintenance_Specs.pdf	PDF	May 22, 2014
Amendment_0002_Erie_Pier.pdf	PDF	May 21, 2014
Question_and_Answer_FY14_Erie_Pier_Maintenance_(4).pdf	PDF	May 21, 2014
Amendment_0001_Erie_Pier.pdf	PDF	May 16, 2014
Question_and_Answer_FY14_Erie_Pier_Maintenance.pdf	PDF	May 13, 2014
SOLICITATION_IFB_W911XK-14-B-0006_ERIE_PIER.pdf	PDF	Apr 29, 2014
Specification_.pdf	PDF	Apr 29, 2014

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GI001

D S

E P

G I0

.d g n

S U P E R I O R

W I S C O N S I N

THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

C O

V E

R S

H E

E T

NICHOLAS J. ZAGER P.E., ACTING CHIEF GEOTECH & STRUCTURES BRANCH

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

A p ri l

NICHOLAS J. ZAGER /S/

WILLIAM D. MERTE /S/

WILLIAM D. MERTE /S/ ACTING

MICHAEL K. O’BRYAN /S/

N 427,000

N 426,000

N 427,000

C H

A N

N E

I N

H A

R B

O R

N 426,000

PKG

STORAGE AREA

TREES

PKG

TANKTANKS

H A

R B

C H

A N

-8

-C

N 425,000

N 424,000

N 426,000

N 425,000

N 424,000

N 426,000

HARBOR LINE

N 424,000N 424,000

N 423,000

C H

A N

N 422,000

N 421,000

N 422,000

N 423,000

H A

R B

HARBOR

CHANNEL

STORAGE AREA

TREES

STORAGE AREA

N 422,000

N 421,000

N 420,000

N 419,000

N 420,000

N 421,000

UPUP

C H

A N

N E L

C H

A N

H A R B

O R

THUNDER

BAY

EAGLE

VER

L A

K E

U P

E R I O

SUPERIOR

BAY

SUPERI

S T .L

O U

A Y

N 420,000N 420,000

N 419,000

N 418,000

N 417,000

N 418,000

UP UP

UPUP

H A R B

O R

C H

A N

N E L

GHT

OPEN PIT

M A

S T

R E E T

N 419,000

T H

U N

D E R

A Y

E A

G L E

E R

LAKE SUPERIOR

S U

P E

R I O

R B

A Y

S U P E R

ST.LOUIS BAY

N 418,000

N 415,000

N 416,000

N 417,000

N 416,000

C H

A N

N E L

C H

A N

N E L

H A R B

O R

TANK

CRAIN

N 418,000

N 416,000

N 415,000

N 416,000

N 415,000

N 414,000

N 413,000

N 414,000

C H

A N

N E L

H A R B

O R

C H

A N

N E L

PIPE

N 413,000

N 412,000

N 411,000

N 410,000

N 412,000

N 410,000

N 411,000

C H

A N

N E L

C H

A N

N E L

H A R B

O R

N 411,000 N 411,000

N 410,000

N 409,000

N 408,000

HYD

CULV

SIGN

STORAGE

C H

A N

N E L

H A R B

O R

C H

A N

N E L

N 409,000 N 409,000

N 408,000

N 407,000

N 406,000

N 408,000

C H

A N

N E L

C H

A N

N E L

HARBOR LINE

C H

A N

N E L

N 406,000

N 405,000

HARBOR LINE

TOWER

N 423,000

N 424,000

N 425,000

N 426,000

N 424,000

N 423,000

N 422,000

O H S

O H SIGN

B/B

H A R B

O R

H A

R B

H A

R B

H A R B

O R

C H

A N

N E L

CHANNEL LINE

C H

A N

C H

A N

HARBOR LINE

TANK

STOCK PILES

T H

U N

B A

E A

E R

LAKE SUPERIOR

S U

P E

R I O

B A

S U P E

S T .L

O U

A Y

N 417,000

N 420,000

N 418,000

N 419,000

H A R B

O R

H A R B

O R

C H

A N

N E L

C H

A N

N E L

7 3

HARBOR LINE 3

X 2

H T

PARKING

UPUP

UP UP

UPUP

TREES

STORAGE AREA

STORAGE TANKS

N 417,000

N 414,000

N 416,000

N 417,000

UP UP

S T

R E E T

UP UP

OPEN PIT

UPUP

POST

STORAGE

STORAGE AREA

PARKING

STORAGE AREA

STORAGE

PARKING

LOCK

OVERHEAD

HOIST

TANKS

LOCK

STORAGE

UPUP

PKG

UP LP

UPUP

UP UP

C H

A N

N E L

C H

A N

N E L

E H

A R B

O R

H A R B

O R

N 422,000

N 423,000

N 424,000N 424,000

N 423,000

N 421,000

CHANNEL LINE

HARBOR LINE

C H

A N

N E L

H A R B

O R

PKG

N 420,000 N 420,000

N 419,000

N 417,000

N 418,000

N 417,000

N 418,000

CHANNEL

LIN

CHANNEL

HARBOR

RUINS

PKG

CULV

PIPE

CULV

PKG

N 422,000

N 421,000

N 420,000

N 419,000

N 420,000

N 421,000

RUINS

H A R B

O R

C H

A N

N E L

C H

A N

N E L

N 419,000

N 420,000

N 419,000

N 418,000

N 417,000 N 417,000

N 418,000

HARBOR

CHANNEL

CHANNEL LINE

C H

A N

N E L

H A R B

O R

CHANNEL

HARBOR

N 418,000

N 417,000

N 416,000

N 417,000

N 418,000

C H

A N

N E L

C H

A N

N E L

H A R B

O R

STOCK PILE AREA

N 419,000

N 417,000

N 416,000

N 418,000

N 419,000

N 417,000

H A

R B

H A

R B

UP UP

L I G

H T

N O

N E

N 416,000

N 414,000

N 413,000N 413,000

N 414,000

N 415,000

L I G

H T

L I G

H T

BOUY

C H

A N

C H

A N

L I G

H T

PKG

PARKING

LP LP

TREES

POND

CULV

H A

R B

H A

R B

C H

A N

TOWER

TOWER TOWER

N 412,000

N 411,000

N 410,000

N 409,000

N 410,000

N 411,000

N 412,000

U/C

CHANNEL LINE

HARBOR LINE

STORAGE

N 410,000

N 409,000

N 410,000

N 409,000

N 410,000

N 409,000

PIPE

C H

A N

N E L

H A R B

O R

C H

A N

N E L

N 417,000

N 416,000

N 417,000

N 418,000

N 419,000

N 418,000

N 419,000

603.8

613.4

608.4

630.3

611.4 611.4 611.4

606.7

611.7

605.6

605.8

611.3 611.3 611.1 606.3

613.7

607.3

605.6

606.3

608.8 612.2

606.7

606.7 612.3

606.0

612.2 606.8

606.1

612.8

606.7

608.8

605.5

605.5 610.9 608.6

608.9

614.1

606.7 614.9

606.3

609.2

606.1

606.0

609.3

614.5

610.4

607.4

608.6

606.4

606.5

609.4 612.9

606.8

611.1 606.6

612.3

607.0

611.5 606.7

611.9 608.0

611.9 606.7

612.4 608.4

610.7 606.5

612.2

607.0

612.0

607.0

606.7

612.4

607.0

606.7

609.0 606.8

608.9

605.9

608.7 606.8

607.9

605.6

608.9 607.0

608.8

605.4

609.3 606.9

609.2

604.9

609.2 607.1 608.6

604.6

609.0 609.0

605.3

608.9

606.8

611.1 607.0

605.5

610.4 606.8

605.4

608.9 606.7

608.9

605.3

608.8 606.9

608.3

610.3 606.9

610.1 610.1 607.1

605.5

610.1 607.1

605.4

610.5 607.0

605.0

609.8 606.9

605.1

610.0 607.3

605.4

611.0 607.1

604.5

610.3 607.3

605.2

609.8 607.0

610.2

605.1

609.8 607.4

609.3

605.0

609.7 607.7

609.9

605.2

610.0 607.4

610.2

606.3

609.5 607.0

610.1 605.3

610.1

607.1

610.1

605.5

609.8 609.8 607.1

610.2 605.7

610.3 607.5

610.2

605.4

609.8 607.6

610.1 605.7

TREES

THUNDER

BAY

ST.

LOUD

4 2

R O

U T

ROUTE 2

ROUTE 2 & 53

SCALE

ATI

KOKAN

GRAND

MARAI

ROYALE

POI

ABELLE

TRAVERSE

POI

LANSE

ONTONAGON

ASHLAND

SUPERI

FLORENCE

MENOMI

NEE

ST.

LOUD

DULUTH

TWO

HARBORS

ASHLAND

ONTARI

NNESOTA

SCONSI

CHI

GAN

AREA

MAP

STATUTE

LES

TTY

MAP

AND

SHEET

DEX

8 26

I-35

& ROUTE 61R

O U

T E

R O

U T

S C

A L E

A T

O K

A N

G R

A N

O Y

A L E

P O

A B E L L E

T R

A V E R S E

P O

L A

N S E

O N T

O N

A G

O N

A S

H L

A N

S U P E R

F L

O R E

N C E

M E

N O

E E

S T . C

L O

U D

D U L

U T

H T

R B

O R S

A S

H L

A N

O N T

A R

N E S

O T

C O

N S

A N

A R

S T

A T

E S

A N

H E E T

D E

34 33

I-35

ROUTE 61

R O

U T

R O

U T

S C

A L E

A T

O K

A N

G R

R A

L E

R O

Y A L E

P O

A B E L L E

T R

A V E

R S E

L A

N S E

O N T

O N

A G

O N

A S

H L

A N

S U P E

F L

O R E

N C E

M E

N O

E E

S T . C

L O

U D

D U L

U T

H T

R B

O R S

A S

H L

A N

O N T

A R

N E S

O T

C O

N S

A N

A R

S T

A T

E S

A N

H E E T

D E

S C

A L E

S U

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

R P

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a lu e n g in e e r in g

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

ERIE PIER FY14 MAINTENANCE

ATIKOKAN

GRAND MARAIS

ISLE

ROYALE

POINT ISABELLE

TRAVERSE POINT

LANSEONTONAGON

ASHLANDSUPERIOR

FLORENCE

MENOMINEE

ST. CLOUD

DULUTH

TWO

HARBORS

ONTARIO

MINNESOTA

WISCONSIN

MICHIGAN

STATUTE MILES

25 0 25 50 75 100

LOCATION

PROJECT

LOCATION MAP

SCALE:1"=2000’

4000’2000’

ERIE PIER

PROJECT LOCATION

GI002

D S

E P

G I0

.d g n

G E

N E

R A

L N

O T

E S T

A B

L E

M a rc h

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

Point North East Elevation

418964.35 614.80Mon 1 2863960.61

Mon 3 417438.90 2863640.57 615.71

Mon 4 417990.60 2863147.17 614.19

Mon 10 416423.623 604.892864310.948

CONTROL POINT TABLE

North East

417645.573 616.0

417603.024

417571.003

417551.198 2863621.597

Station

0+00 2863459.983

0+84 2863532.847

1+48 2863587.682

1+87

417526.5122+36 2863663.869

617.3

625.0

616.0

616.6

624.2

625.0

616.0

623.6

624.3

625.0

Left Elev Right ElevC Elev

417622.8320+45 2863499.032 616.7 616.0 616.0

AND REQ’D CROSS SECTION ELEVATIONS

RAMP CENTERLINE STATIONING COORDINATES

North East

417925.676

418063.965

418133.390

418202.254 2865199.135

Station

0+00 2865488.106

2+00 2865343.621

3+00 2865271.646

4+00

418271.3995+00 2865126.892

615.0

616.0

LC Elev

417994.8211+00 2865415.863 615.0

AND REQ’D CROSS SECTION ELEVATIONS

ELEVATED ROAD CENTERLINE STATIONING COORDINATES

418340.543

418478.832

418547.977

418617.121 2864765.677

6+00 2865054.649

8+00 2864910.163

9+00 2864837.920

418686.266 2864693.435

616.0

616.5

616.8

418409.6887+00 2864982.406 616.0

418755.410

418896.062

418765.405

2864621.192

2864480.050

2863933.747

616.0

614.5

418827.037 2864551.588 616.0

10+00

11+00

12+00

13+00

14+00

14+34

ABBREVIATIONS LEGEND

EXISTING GRADE

GROUND SURFACE

REQUIRED GRADE

MONUMENT

TYPICAL -- TYP

STATION -- STA

REINFORCED -- REINF

REQUIRED -- REQ’D

PLATE -- PL

MONUMENT -- MON

LONG LEG HORIZONTAL -- LLH

INTERNATIONAL GREAT LAKES DATUM -- IGLD

INSIDE DIAMETER -- ID

GOL -- GAGE ON LEG

EXISTING -- EXIST

ELEVATION -- ELEV

CONCRETE -- CONC

CLEAR -- CLR

CENTERLINE -- C

REGRADING

OF 5�x12� TIMBER FENDER AND 300’ OF 12"X12" TIMBER FENDER, CONSTRUCTION OF AN 18’ WIDE BY 150’ LONG GRAVEL RAMP, ’ OF 4�x8� TIMBER FENDER, 180’

DELIVERY LOCATION WILL BE COORDINATED WITH CONTRACTOR.

9. GOVERNMENT FURNISHED MnDOT CLASS 5 STONE WILL BE DELIVERED TO PROJECT SITE NO LATER THAN 15 JUNE 2014.

OF THE SPECIFICATIONS.

8. THE CONTRACTOR IS INFORMED THAT OTHERS WILL BE UTILIZING THE CONFINED DISPOSAL AREA. SEE SECTION 01 35 13.10

NORTH AMERICAN DATUM.

7. GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION MINNESOTA STATE PLANE COORDINATE SYSTEM, NORTH ZONE, 1983

DEPTH AND LOCATION WITHIN BORROW AREA SHALL BE AS DIRECTED BY COR.

6. BORROW MATERIAL SHALL BE TAKEN FROM ONE OF THE TWO BORROW AREAS INDICATED ON THESE PLANS. REMOVAL

2012 AND 2013 SURVEYS THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH WORK.

ON EACH ASPECT OF THE WORK AS PROVIDED IN THE SPECIFICATIONS. IF RESULTS OF THE PRIOR SURVEY DIFFER FROM THE

5. PRIOR TO THE START AND AFTER COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT CHECK SURVEYS

SUCH A MANNER AS TO ENSURE THAT THESE UTILITIES ARE NOT DISTURBED.

4. THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO BEGINNING WORK AND SHALL CONDUCT ALL OPERATIONS IN

THAT TIME.

AUGUST 2012 AND DECEMBER 2013 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT

3. THE EXISTING INFORMATION DEPICTED ON THESE DRAWINGS REPRESENT THE RESULTS OF SURVEYS CONDUCTED IN

1985), AT RIMOUSKI, QUEBECK, CANADA.

2. ALL ELEVATIONS AND CONTOURS ARE REFERRED TO LOW WATER DATUM (601.1 FEET ABOVE MEAN WATER LEVEL, IGLD

OF STOCKPILE AREA AND BRUSHING AND MOWING APPROXIMATELY 8.2 ACRES OF DIKE SLOPE.

STEEL MANHOLE COVER, REBUILDING APPROXIMATELY 6,400 FEET OF DIKE CREST, REGRADING APPROXIMATELY 7,200 SFT OF EROSION CONTROL MAT, FABRICATION AND INSTALLATION OF A 10’ DIAMETER STEEL MANHOLE COVER AND A 6’ X 14’

APPROXIMATELY 1500 LINEAL FEET OF EXISTING GRAVEL ROAD, INSTALLATION OF APPROXIMATELY 6,300 SYD

1. THIS PROJECT INCLUDES BUT IS NOT LIMITED TO, INSTALLATION OF APPROXMATELY 270

NOTES:

EAST RAMP

RC401

D S

E P

R C

.d g n

O V

E R

A L L P

L A

N V

A p ri l

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

ON BANK

ROCKS

M O

606 60

607607

608 6

608 608

9 6

609 609

610 610 610

611611

611 611

613613

613 613

613613

614 614

M O

616 616 616

616616

617617

617 617

7 61

618618618

618 618 618 618

619619619

620 620

620620620

621 621

621 621 621

2 622 622

622 622 622

623 623

9 6

RAMP

STOCKPILE

E: 417379.976 N: 2865102.245

STA 0+00

E: 418279.963 N: 2864970.755

STA 63+00

E: 417925.676 N: 2865488.106

STA 0+00

E: 418916.708 N: 2864452.920

STA 14+34.09

WEST RAMP

REQ’D EXTERIOR DIKE BRUSHING AND MOWING

CROSS SECTIONS

SEE SHEET CG304 FOR

STA 0+00 TO STA 63+25

REQ’D INTERIOR DIKE REGRADE

REQ’D EXTERIOR DIKE BRUSHING AND MOWING

FINISHED RAMP WIDTH SHALL BE 10’

STONE AFTER SMOOTHING RAMP SURFACE

PLACE 6" THICK LAYER OF MNDOT CLASS 5

OVERALL VIEW

240’0 120’

SCALE:1"=120’

MSE WALL RAMP

APPROX 5’-10"X14’-1"

EXIST MANHOLE

APPROX 10’ DIA

EXIST MANHOLE

REQ’D BORROW AREA

SEE SHEET CG101 FOR PLAN VIEW

REQ’D NEW RAMP LOCATION

AND MSE WALL, SEE SHEET S-501 FOR PLAN AND DETAILS

REQ’D TIMBER FENDERS FOR OFFLOADING PLATFORM

SEE SHEET S-502 & S-503 FOR DETAILS

REQ’D MANHOLE COVERS FOR EXISTING MANHOLE,

EXIST JERSEY BARRIER

SEE SHEET CG103 FOR PLAN

REQ’D STOCKPILE AREA REGRADE

AND SHEET GI002 FOR STATION COORDINATES

SEE SHEET CG302 & CG303 FOR CROSS SECTIONS

STA 0+00 TO 14+34.09

REQ’D ELEVATED ROAD REGRADE

SETTLING POND

SEE SHEET CG102 FOR PLAN

REQ’D EROSION CONTROL BLANKET

APPROX EXISTING SHORELINE

LS-N-11/2", CONTACT DULUTH AREA OFFICE AT 218-720-5260.

4. FOR OFFICIAL REAL ESTATE PLAN "DIKE DISPOSAL FACILITY ERIE PIER SITE PLAN - DRAWING

3. LAND ACCESS TO SITE IS FROM NORTH CORNER ONLY.

ROAD AND THE TOP EDGE OF THE SLUICEWAY ON THE SOUTHEAST SIDE OF THE CDF.

EDGE OF THE EXTERIOR PERIMETER ROAD AND THE TOP EDGE OF THE INTERIOR AGGREGATE

VEGETATION AREAS BETWEEN THE RAMPS INDICATED AND BETWEEN THE AGGREGATE ROAD

2. LIMITS OF BRUSHING AND MOWING SHOWN ARE APPROXIMATE AND SHALL INCLUDE ALL

1. SEE SHEET GI002 (GENERAL NOTES & TABLES) FOR MONUMENT AND STATIONING XYZ DATA

NOTE:

NORTH RAMP

S-501

D S

E P

A S -5

.d g n

O N O

F F

L O

A D

G P

L A

T F

O R

M D

E T

S R

E Q ’D T

B E

R F

E N

D E

R P

R O

T E

C T

A p ri l

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

1 1/2 " 3" 1 1/2 "

3" 3"

1 1/2 " 3" 1 1/2 "

3" 3"

M A

5 1/2 "

M A

23’-9 7/8 " 23’-9 7/8 "61’-6"

45’-0" 45’-0"

90’-0"

TYP

L6"x6"x1/2"

GALV

PL 1/2"X6"X6-1/4"

REQ’D

S-501

REQUIRED MSE WALL FENDER PLAN

SCALE: 1" =30’-0"

" =1’-0"4

SCALE:

OFFLOAD PLATFORM ELEVATION

" =1’-0"4

SCALE:

SECTION

" =1’-0"4

SCALE:

" =1’-0"1SCALE:

DETAIL

" =1’-0"3SCALE:

DETAIL

" =1’-0"3SCALE:

DETAIL

" =1’-0"3SCALE:

SCALE:1"=1’

1’ 2’

60’

SCALE:1"= 30’

0 30’

SCALE:3/4"=1’

0 1’ 2’ 3’

4’ 8’0 2’

SCALE:1/4"=1’

TYP OF 3

TIMBER FENDER

REQ’D 12"X12" TREATED

SCALE: 3"=1’

3" 6" 9" 12"

EXISTING OFFLOADING PLATFORM EXISTING SSP WALL

EXISTING MSE WALL

C PLATFORM

TYP OF 3

REQ’D TIMBER FENDER

TYPE J-BARRIERS

EXISTING 32" DOT

14X73 (TYP)

EXISTING HP

TYPE J-BARRIERS

EXISTING 32" DOT

OFFLOAD PLATFORM

EXISTING REINF CONC

GRANULAR BACKFILL

8" BASE COURSE ON

EXISTING HAUL ROAD

STRIPS @ 1.5’ (TYP)

STEEL REINFORCING

EXISTING MSE WALL

EL. +13.0’

SSP WALL EL. +4.03’

EXISTING #4 @ 12" O/C

OFFLOAD PLATFORM

EXISTNG REINF CONC

EXISTING #9 @ 12" O/C

EXISTNG #4 @ 12" O/C

SSP WALL

EXISTING PZ-27

GRANULAR BACKFILL

8" BASE COURSE ON

EXISTING HAUL ROAD

WALL PANEL

EXISTING MSE

STRIP (TYP)

EXISTING REINF

SPACING

EXISTING #6 AT 12"EXISTING #4

EXISTNG #4 @ 12" SPACING

EXISTNG #4

AGGREGATE BACKFILL

EXISTING COMPACTED

EXISTING HANDRAIL

CONC CAP

EXISTING REINF

AT MSE WALL

LIMITS OF REQ’D TIMBER FENDERS

NOTE: HANDRAIL BASEPLATE NOT SHOWN FOR CLARITY

FENDER TYP OF 3

REQ’D 4"X8" TREATED TIMBER

TYP OF 2

TIMBER FENDER

REQ’D 5"X12" TREATED

TYP OF 3

TREATED TIMBER

REQ’D 4"X8"

2 REQ’D AT TIMBER SPLICE

SEE DETAIL 3 ON SHEET S-501

TYP OF 7

L3"X3"X1/2" GALV AT 6’-0" C/C

TYP OF 2

TREATED TIMBER

REQ’D 5"X12"

TYP OF 3

TREATED TIMBER

REQ’D 12"X12"

w/NUT AND WASHER

3/4" DIA GALV MACHINE BOLT

TYP

AND FACE OF WALL

COUNTERSINK AT TOP

w/ NUT AND WASHER

3/4" DIA GALV MACHINE BOLT

" GALV2

REQ’D L 3X3X

GOL = 1

" GALV2

REQ’D L 6X6X

GOL = 4

SEE DETAIL 4 ON SHEET S-501

SPLICE

TYP OF 6 - 2 REQ’D AT TIMBER

L6"X6"X1/2" GALV AT 6’-0" C/C

EL. +18.86

"16

NOTE: ALL HOLES

"16

NOTE: ALL HOLES

DIA GALVANIZED MACHINE BOLTS PER SPECS.

3. ALL BOLTS CONNECTING STEEL ANGLES TO TIMBERS SHALL BE 3/4"

NHLA INSPECTED AND STAMPED CERTIFIED.

2. TIMBERS TO BE RED OR WHITE OAK, SELECT CAR STOCK OR BETTER

SHALL BE IN SUCH A WAY TO AVOID #4 VERTICAL REINFORCING.

WITH 5/8" DIA X 4-3/4" HILTI KWIK BOLT TZ OR EQUAL. SPACING OF BOLTS

1. ALL TIMBER FENDERS CLIP ANGLES TO BE ANCHORED TO CONCRETE

NOTES:

"16

NOTE: ALL HOLES

SPLICE

2 REQ’D AT TIMBER

SHEET S-501

SEE DETAIL 5 ON

@ 6’-0" C/C

PL 1/2"X6"X6-1/4" GALV

CG101

D S

E P

C G

.d g n

R E

Q ’D P

L A

N V

W N

E W R

A M

M a rc h

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

STOCKPILE AREA

2. FOR CUT AND FILL SIDESLOPES AND ROADWAY DETAILS SEE SHEET CG301.

1. SEE SHEET GI002 FOR GENERAL NOTES AND STATIONING INFORMATION.

NOTE:

MON #3

S T

S T A

REQ’D PLAN VIEW

NEW RAMP

40’10’

SCALE:1"=20’

0 20’

E X T E R

R D

T E R

R D

C NEW

RAM

T E R

R D

E X T E R

R D

9’-0"9’-0"

-25 0 25

REQ’D GRADE

EXIST GRADE

-25 0 25

SEE SPEC SECTION 31 23 00.00 20

BLANKET AND SEEDING

REQ’D EROSION CONTROL9’-0"

EXIST GRADE

6" THICK

REQ’D STONE FILL

GRADE

REQ’D

31 23 00.00 20

SEE SPEC SECTION

6" THICK

REQ’D STONE FILL

REQ’D DREDGE FILL

2.5

SCALE: 1"= 10’

20’10’

EXCAVATION CROSS SECTION

TYPICAL REQ’D RAMP

FILL CROSS SECTION

TYPICAL REQ’D RAMP

CG301

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

C R

O S

S S

E C

N N

E W R

A M

630 625

-50 -25 0 25 50

Sta 0+00

-50 -25 0 25 50

Sta 0+45

Sta 0+84

Sta 1+48

Sta 1+87

Sta 2+36

D S

E P

C G

.d g n

M a rc h

REQ’D EXCAVATION

REQUIREMENTS

SPEC SECTION 31 23 00.00 20 FOR

AND SEEDING SEE SHEET CG102 AND

REQ’D EROSION CONTROL BLANKET

LEGEND

REQ’D GRADE

EXISTING GRADE

CROSS SECTION - NEW RAMP

SCALE: 1" =10’-0"

2. BACKFILL WITH EXCAVATED MATERIAL AS NEEDED UNLESS NOTED OTHERWISE.

1. SEE SHEET GI002 FOR CENTERLINE STATIONING COORDINATES AND REQ’D CROSS SECTION ELEVATIONS.

NOTES:

CG302

D S

E P

C G

.d g n

C R

O S

S S

E C

N S E

L E

V A

T E

D R

O A

SCALE: 1"= 10’

20’10’

M a rc h

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

EXIST GRADE

REQ’D GRADE

SEEDING - SEE NOTE 2

CONTROL BLANKET AND

REQ’D EXCAVATION, EROSION

SEEDING - SEE NOTE 2

CONTROL BLANKET AND

REQ’D EXCAVATION, EROSION

SEEDING - SEE NOTE 2

CONTROL BLANKET AND

REQ’D EXCAVATION, EROSION

-50 -25 0 25 50

Sta 0+00

-25 0 25 50

-50 -25 0 25 50 -50 -25 0 25 50

Sta 1+00

Sta 2+00 Sta 6+00

-50 -25 0 25 50

Sta 3+00

Sta 4+00

Sta 5+00

Sta 7+00

CROSS SECTION - ELEVATED ROAD

SCALE: 1" =10’-0"

LEGEND

REQ’D GRADE

EXISTING GRADE

3. SEE SHEET GI002 FOR CENTERLINE ELEVATIONS.

AREAS. SEE SHEET CG102 AND SPEC SECTION 31 32 11 FOR REQUIREMENTS.

2. EROSION CONTROL BLANKET AND SEEDING REQUIRED AT EXCAVATED

PLACEMENT AREA AS DIRECTED BY COR.

1. EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE INTERIOR DIKE

NOTES:

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

2% SLOPE

CG303

D S

E P

C G

.d g n

C R

O S

S S

E C

N S E

L E

V A

T E

D R

O A

SCALE: 1"= 10’

20’10’

M a rc h

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

-50 -25 0 25 50

Sta 14+34

Sta 12+00

Sta 13+00

Sta 14+00

Sta 9+00

Sta 10+00

Sta 11+00

Sta 8+00

2% SLOPE

CROSS SECTION - ELEVATED ROAD

SCALE: 1" =10’-0"

LEGEND

REQ’D GRADE

EXISTING GRADE

3. SEE SHEET GI002 FOR CENTERLINE ELEVATIONS.

AREAS. SEE SHEET CG102 AND SPEC SECTION 31 32 11 FOR REQUIREMENTS.

2. EROSION CONTROL BLANKET AND SEEDING REQUIRED AT EXCAVATED

PLACEMENT AREA AS DIRECTED BY COR.

1. EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE INTERIOR DIKE

NOTES:

SEE NOTE 2

CONTROL BLANKET AND SEEDING

REQ’D EXCAVATION, EROSION

SEE NOTE 2

CONTROL BLANKET AND SEEDING

REQ’D EXCAVATION, EROSION

SEE NOTE 2

CONTROL BLANKET AND SEEDING

REQ’D EXCAVATION, EROSION

SEE NOTE 2

CONTROL BLANKET AND SEEDING

REQ’D EXCAVATION, EROSION

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

SEE GENERAL NOTES ON GI002

GOVERNMENT FURNISHED

REQ’D FILL (MnDOT CLASS 5)

EXIST GRADE

REQ’D GRADE

CG102

D S

E P

C G

.d g n

E R

O S

N C

O N

T R

O L B

L A

N K

E T

R E

Q ’D P

L A

N V

M a rc h

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

T E R

R D

8 608

9 6

S T A

S T A 62+00

S T A 63+00

S T A 60+00

S T A 61+00

S T A 58+00

S T A 59+00

S T

S T A 57+00

C R

O S S D

SETTLING POND

S O

F S

E T T L

G P

O N

D E

R O S

N C

O N T R

O L B

L A N

K E T A

N D S

E E D

BLANKET REQUIREMENTS AT ELEVATED ROAD.

AT REQ’D RAMP AND SHEET CG302 AND CG303 FOR EROSION CONTROL

6. SEE SHEET CG301 FOR EROSION CONTROL BLANKET REQUIREMENTS

ADDITIONAL SEEDING REQUIREMENTS.

5. SEE SPEC SECTION 31 32 11 FOR EROSION CONTROL BLANKET AND

4. SEED MIXTURE PLACEMENT RATE: 70 LB/AC

3. SEED MIXTURE: MnDOT 250 SEED MIXTURE

2. SEE SHEET GI002 FOR GENERAL NOTES AND STATIONING INFORMATION

OF SLOPE (APPROX 610), BETWEEN LIMITS SHOWN.

DIKES (APPROX ELEV 622 AND 619, RESPECTIVELY) DOWN TO THE TOE

INTERIOR SLOPE FROM TOP EDGE OF SLOPE ON CROSS AND INTERIOR

1. EROSION CONTROL BLANKET TO BE PLACED ON SETTLING POND

NOTE:

AND SEEDING

LIMITS OF EROSION CONTROL

LEGEND

REQ’D PLAN VIEW

AT SETTLING POND

EROSION CONTROL BLANKET

60’

SCALE:1"= 30’

0 30’

1/2 " " TO CL8

5’-4

7/8 "4 1/2 "

S-502

SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 6"=1’

3" 4"2"1"

SCALE:2"=1’

6" 1’

D E

T A

S R

E Q ’D R

O U

N D M

A N

H O

L E C

O V

E R

SCALE:1"=1’

1’ 2’

-A

P R

-2

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

S-502

BS-502

D S

E P

A S -5

.d g n

PLAN VIEW

" =1’-0"1SCALE:

ELEVATION VIEW

SCALE: 6" =1’-0"

SECTION

SCALE: 6" =1’-0"

SECTION

SCALE: 3" =1’-0"

SECTION

HANDLE DETAIL

SCALE: 2" =1’-0"

B S-502

S-502

S-502 A

CLCL

ACCESS PANEL

"16

2-12

"16

2-12

EXIST CONC MANHOLE

"16

C4X7.25

"16 3 2-12

TYP

MANHOLE CL

"16

2-12

"16

SEE DETAIL THIS SHEET

PERIMETER - TYP OF 4

AT APPROX 1/3 POINTS OF ANGLE

REQ’D BENT ROD HANDLE LOCATED

ANY NECESSARY REVISIONS SHALL BE INCLUDED ON SHOP DRAWING SUBMITTAL.

2. CONTRACTOR SHALL FIELD VERIFY MANHOLE DIMENSIONS PRIOR TO FABRICATION.

WITH SPEC SECTION 05 50 13.

1. ALL STEEL TO BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE

NOTE:

LLH16

REQ’D L 6X4X

" STEEL TREAD PL4

REQ’D

REQ’D C4X7.25

" STEEL TREAD PL4

REQ’D

REQ’D EXISTING CONC. MAHHOLE 10’ I.D.

LLH16

REQ’D L 6X4X

REQ’D L6X4X

" STEEL TREAD PL4

REQ’D

REQ’D C4X7.25

" STEEL TREAD PL4

REQ’D

X3"4

REQ’D PL

" STEEL TREAD PL4

REQ’D

TO FIT

REQ’D C4X7.25 COPED

" STEEL TREAD PL4

REQ’D

REQ’D C4X7.25

" BENT ROD4

REQ’D

C L E

A R O

P E

TYP

DO NOT WELD BACK TO BACK C4’S TOGETHER.

NOTE: MANHOLE COVER TO BE FABRICATED IN TWO SECTIONS.

TYP OF 2

HINGE

REQ’D SS WIDE THROW

2’-0"

1’-0" 1’-0"

REQ’D BENT ROD HANDLE

LOCATED AT CENTER OF C4

TYP OF 2

SEE DETAIL THIS SHEET

REQ’D BENT ROD HANDLE

CENTER ABOUT ACCESS

PANEL

SEE DETAIL THIS SHEET

REQ’D BENT ROD

HANDLE (TYP)

"16

1/2 "

7/8 " 6"

1/2 "

7/8 " 6"

SCALE: 3" =1’-0"

SECTION

SCALE: 3" =1’-0"

SECTION

S-503

SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 6"=1’

3" 4"2"1"

SCALE:1"=1’

1’ 2’

D E

T A

S R

E Q ’D R

E C

T A

N G

L E M

A N

H O

L E C

O V

E R

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

S-503

S-503 A

S-503

D S

E P

A S -5

.d g n

PLAN VIEW

" =1’-0"1SCALE:

ELEVATION VIEW

SCALE: 6" =1’-0"

SECTION

SCALE: 6" =1’-0"

SECTION

S-503

"16

2-12

"16

2-12

EXIST CONC MANHOLE

"16

2-12

"16

2-12

EXIST CONC MANHOLE

REQ’D L6X4X

" STEEL TREAD PL4

REQ’D

REQ’D L6X4X

" STEEL TREAD PL4

REQ’D

REQ’D L6X4X

"16 3 2-12

"16

2-12

"16

EXISTING CONC. MAHHOLE

SEE DETAIL ON SHEET S-502

CENTERLINE - TYP OF 4

AT MANHOLE COVER SECTION

REQ’D BENT ROD HANDLE

SEE DETAIL ON SHEET S-502

CENTER ON ACCESS PANEL

REQ’D BENT ROD HANDLE

TYP OF 2

HINGE

REQ’D SS WIDE THROW

ANY NECESSARY REVISIONS SHALL BE INCLUDED ON SHOP DRAWING SUBMITTAL.

2. CONTRACTOR SHALL FIELD VERIFY MANHOLE DIMENSIONS PRIOR TO FABRICATION.

WITH SPEC SECTION 05 50 13.

1. ALL STEEL TO BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE

NOTE:

HANDLE (TYP)

REQ’D BENT ROD

REQ’D C4X7.25

C4X7.25

REQ’D

REQ’D C4X7.25

" STEEL TREAD PL4

REQ’D

REQ’D C4X7.25

DO NOT WELD CENTER C4’s TOGETHER.

NOTE: MANHOLE COVER TO BE FABRICATED IN TWO SECTIONS.

O P

E N

G C

L E

A R

"16 3 2-12

" STEEL TREAD PL4

REQ’D

"X3"4

REQ’D PL

"16

6’-6 1/2 " 6’-6 1/2 " 6"6"

13’-1"

14’-1"

2’-0"

ACCESS PANEL

DO NOT WELD C4’S TOGETHER

REQ’D C4X7.25 REQ’D C4X7.25

CG304

D S

E P

C G

.d g n

C R

O S

S S

E C

N I

N T

E R

R D

M a rc h

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

12’-0"

-50 -25 0 25 50

TYPICAL CROSS SECTION STA 0+00 TO 12+00

-50 -25 0 25 50

TYPICAL CROSS SECTION STA 12+00 TO 13+50

TYPICAL CROSS SECTION STA 13+50 TO 62+75

TYPICAL CROSS SECTION STA 62+75 TO 63+25

EXIST GRADE

SLOPE

MATCH EXIST

FILL - SEE NOTE 1

REQ’D DREDGE

GRADE - TYP

MATCH EXIST

SEE NOTE 2

CREST ELEV 619.0

REQ’D GRADE

SEE NOTE 1

REQ’D DREDGE FILL

SEE NOTE 3

CREST ELEV 625.0

REQ’D GRADE

FILL - SEE NOTE 1

REQ’D DREDGE

SLOPE - TYP

MATCH EXIST

GRADE - TYP

MATCH EXIST

SEE NOTE 1

REQ’D DREDGE FILL

REQ’D EXCAVATION

2.5

LEGEND

REQ’D GRADE

EXISTING GRADE

OF REQ’D.

3. FINAL CREST ELEVATION BETWEEN 12+00 AND 63+25 TO BE WITHIN +/- 3"

+3" OF REQ’D ELEVATION.

2. FINAL CREST ELEVATION BETWEEN STA 0+00 AND 12+00 TO BE WITHIN

ON SHEET GI002 AND COORDINATED WITH COR.

1. DREDGE FILL TO BE TAKEN FROM BORROW AREAS AS INDICATED

NOTES:

EXISTING CREST ELEVATION VARIES FROM 618.25 AT STA 12+00 TO 623.5 AT STA 13+50.

NOTE: FINAL CREST ELEVATION TO BE AT CONSTANT SLOPE FROM 619.0 AT STA 12+00 TO 625.0 AT STA 13+50. NOTE: FINAL CREST ELEVATION TO BE AT CONSTANT SLOPE FROM 625.0 AT STA 62+75 TO 622.0 AT STA 63+25.

TYPICAL CROSS SECTION - INTERIOR & CROSS DIKE

SCALE: 1" =10’-0"

SCALE: 1"= 10’

20’10’

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

R O

S S

X K -1

-B -0

Detroit District of Engineers

US Army Corps

M E

L B

C A

L A

P P I

-D

E C -2

C O

N C

E P

F Y M

T E

N A

N C

E E

R D

U L

U T

M N

S T L

O U

N T

-J

A N -2

L A

N S

N Z

A G

E R

R E

A D

Y -T

O -A

D V

E R

E -A

P R

-2

A P

-0

-2

CG103

D S

E P

C G

.d g n

R E

Q ’D P

L A

N V

W S

T O

C K P

E A

R E

A p ri l

ON BANK

ROCKS

605.6

605.7

605.9

606.2 606.1

606.4 606.5

606.8

606.9

607.0

607.3

607.5 607.6

607.8

608.0 608.0 608.0 607.9

608.2

608.2 608.1

608.1

608.4

608.3 608.3 608.3

608.3 608.3

608.3

608.3 608.6

608.5 608.5

608.6 608.6 608.5

608.6 608.5

608.5 608.5 608.5

608.5 608.5

608.7

608.6

608.7 608.7 608.7 608.7

608.7

608.8 608.9

608.8

609.1 609.1

609.2 610

S T

STA 48+00

9 6

HARBOR

BARRIER

JERSEY

EXIST

ELEV VARIES

SEE PLAN

EXIST GRADE

THAN 1V:5H

A SLOPE NO STEEPER

EXIST GRADE AT

SLOPE TO MEET

REQ’D GRADE

AREA TO BE REGRADED AT A CONSTANT SLOPE IN DIRECTION INDICATED AS DIRECTED BY THE COR

NOTE:

STOCKPILE AREA

INTERIOR DIKE

EXTERIOR DIKE

SLOPE

STOCKPILE RAMP

1V:5H.

AT SLOPE NO STEEPER THAN

TRANSITION TO EXIST GRADE

609.0 THIS END

REQ’D FINISHED GRADE

EXISTING JERSEY BARRIERS

APPROX EXISTING SHORELINE

PLATFORM OUTLINE

EXISTING OFFLOADING

REGRADE AREA APPROX 16’ WIDE

REQ’D PLAN VIEW

STOCK PILE LOCATION

60’

SCALE:1"= 30’

0 30’

DSEPA1401GI001

DSEPA1402GI002

DSEPA1403RC401

DSEPA1404S-501

DSEPA1405CG101

DSEPA1406CG301

DSEPA1407CG302

DSEPA1408CG303

DSEPA1409CG102

DSEPA1410S-502

DSEPA1411S-503

DSEPA1412CG304

DSEPA1413CG103

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