Specifications_W911XK-17-R-0010.pdf

9 1/2 "

1'-2"

2'-4 1/4 "

2"

2" 3" 4 1/2 " 3"

2"

1'-2 1/2 " (MIN)

0 1/2 "

1'-5 1/4 "

A

A/2

A/2

3" 4 1/2 " 2"2"

3"

1'-2 1/2 " (MIN)

S

A AF

E

Y

Y

T

P S

C O

R P

S

O F

E N

G

IN

E E

R S

D E

T R

IT

D

IS

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

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

D

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

N Z

W

X K -X

X -X -0

B M

T S

M

IT

H

B

C O

E S R

E V

IE

W B

K -1

-1

R E

V E

T M

E N

T L

A Y

O U

T A

L J

-1 -1

-J

U L

Y -2

N O

R T

H I

N N

E R -W

A L L R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N T

Y

S

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

CI501

D S

F Y

C I5

.d g n

REQ'D ANCHORED SSP WALL PLAN

REQ'D TIE ROD CONNECTION

SSP/WALE TENSION BOLT

5/16"

TYP

5/16"

TYP

TYP

1/4" 3"

ELEV. +3 LWD

TYP 5/16

(TYP)

ASTM A-615 GR 75 TIE ROD

REQ'D #18 (2 1/4" NOM DIA)

5/16"

TYP

REQ'D LADDER GRAB RAIL

FOR PLACEMENT

HOLE REQ'D IN SSP

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

GRAB BAR (TYP)

REQ'D 1 1/2" DIA

TYP

3/16

REQ'D AT EACH FLANGE (TYP)

STD WASHER & NUTS

3/4" DIA A325 BOLTS W/

TYP 5/16 CL SSP

R U

N G

S

O .C

CI501

CI501

CI501

CI501

CI501

CI501

CI501

CI501

CI501 BOLT

SSP/WALE TENSION

CI501 CI501

CI501 CI501

CI501

CI501

REQ'D TIE ROD CONNECTION

REQ'D WALE SPLICE

PLATES (TYP)

REQ'D WALE SEPARATOR

REQ'D LADDER GRAB RAIL

+0 LWD 601.1

CHANNEL CAP NOT SHOWN FOR CLARITY

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

RECOMMENDATION

& WASHER PER MFR'S

REQ'D TIE ROD NUT

TOP +10 LWD

DIA. DRILLED HOLE

PLATE W/ 2 1/2"

10"X10"X2" TH

A325 BOLTS (TYP)

REQ'D 7/8" DIA.

(TYP)

GR A 36 SEPARATOR PLATE

REQ'D 3"X12"X5/8" TH

REQ'D WALE SPLICE

REQ'D WALE SPLICE

BOLT (2/CONNECTION)

REQ'D 7/8" DIA. A325

HOLE IN SSP

REQ'D 1" DIA

GR A 36 BACKING PLATE

REQ'D 7"X14"X3/4"

MFT'S RECOMMENDATION

REQ'D NUT& WASHER PER

S S

P C

O N

N E

C T

IO

N D

E T

A

IL

S

TOP +10 LWD

1. EXTEND LADDER DOWN TO -3 LWD

NOTE:

SCALE:1"=1'

1' 2'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

BE LOCATED AT 1/3 THE TIE ROD SPACING FROM NEAREST TIE-ROD.

MAINTAINED BETWEEN ANY GIVEN WALE SPLICE. WALE SPLICES SHALL

MINIMUM DISTANCE EQUAL TO THE TIE ROD SPACING SHALL BE

NOTE: AT NO TIME SHOULD SPLICES BE PLACED AT THE SAME LOCATION. A

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE:3/4"=1'

0 1' 2' 3'

TO BACKING BARS.

1. ALL NUTS SHALL BE TACK WELDED

GENERAL NOTE:

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

AT LADDER LOCATIONS

LENGTH OF WALL EXCEPT

CONTINUOUS ALONG ENTIRE

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

TO FIT Z-TYPE SSP WALL

REQ'D 3/8" THICK BENT PLATE CAP

PLATES W/ 15/16" DIA. DRILLED HOLE

GR A 36 TOP & BOTTOM SPLICE

REQ'D 7"X14 1/2"X1/2"

15/16" DIA DRILLED HOLES

SPLICE PLATES W/

GR A 36 TOP & BOTTOM

REQ'D 7" X 14 1/2" X 1/2"

PLATE W/ 15/16" HOLE DRILLED

REQ'D 3"X3"X1/2" GR A 36

A325 BOLTS (TYP)

REQ'D 7/8" DIA.

REQ'D MSZ18-375 SSP WALL

TO FIT MSZ18-375 TYPE SSP WALL

REQ'D 3/8" THICK BENT PLATE CAP

REQ'D MSZ18-375 SSP WALL

REQ'D MSZ18-375 SSP WALL

REQ'D MSZ18-375 SSP WALL

-8 -1

R

E V

E T

M E

N T C

O N

S T

R U

C T

IO

N P

L A

N S

B K

GR. 50 WALES

REQ'D (2) C12X30 ASTM A572

W/ 15/16" DRILLED HOLE

REQ'D 7/8" DIA A325 BOLTS

AND BOTTOM WALE

PLATE IS PLACED BETWEEN TOP

REQ'D 3" GR A36 SPLICE PLATE.

THAN 1 1/8" IN ANY DIRECTION.

3) BOLT EDGE DISTANCE SHALL NOT BE LESS

OF TOTAL ANGLE (A) AS SHOWN. (A/2)

2) EACH SIDE OF WALE SPLICE SHALL BE ROTATED HALF

APPROXIMATELY 4 DEGREES AS SHOWN.

1) MAXIMUM TOTAL ANGLE (A) IS ANTICPATED TO BE

NOTES:

CI501 0

SCALE: 3"=1'

3" 6" 9" 12"

SEPARATOR PLATE

REQ'D WALE

ALTERNATE WALE SPLICE

B K

P A

R T

IA

L A

S -B

U

IL

T C

O N

S T

R U

C T

IO

N P

L A

N S

-2

-1

Item 0003 - SSP 90 Degree Corner Piece for Cold Formed MSZ SSP Outside Simple Lock

-Bend SSP 90 degrees 7” from centerline of simple lock

-DO NOT COAT CORNER PIECE

Figure 1.3 Sheet Pile Epoxy Coating Specification

Rolled Edge Coating Limit Detail

The red line on the Pairing of Sheets drawing below shows the limits of the coating on the top 22 ft. of Steel Sheet Pile. Coating is shown as red but actual coating color shall be black.

Product Description Coating shall be a two component, low VOC, edge retentive, ultra high solids Epoxy Amine coating engineered for immersion service in water. The top 22 ft. of the lake side of each sheet of SSP shall be coated with a minimum thickness of 20 mils of the epoxy coating. The coating shall be applied to the same side and end of each separate sheet.

Product Characteristics

Finish: Gloss Color: Black

Volume Solids: 98%, +/- 2% mixed Weight Solids: 98%, +/- 2% mixed VOC (Based on EPA method #4) : <85 g/L; 0.71 lb./gal, mixed Mix Ratio: 1:1 by volume Shelf Life: 24 Months-Stored Indoors at 40°F (4.5°C) to 100°F (38°C)

Performance Characteristics

Test Name Test Method Results Abrasion Resistance ASTM D4060, CS17 wheel, 1000 cycles, 1 kg load

22.4 mg loss

Adhesion ASTM D4541 >2000 psi Cathodic Disbondment ASTM G8 Passes 30 days @ 1.5 volts, <10 mm disbondment radius

Corrosion Weathering ASTM D5894, 4 cycles, 1134 hours

Rating 10 per ASTM D610 for Rusting, Rating 10 per ASTM D714 for Blistering

Direct Impact Resistance

ASTM D2794 15 in-lb

Dry Heat Resistance ASTM D2485 250°F (121°C) Flexibility ASTM D522 7/16 in. (24 hour cure) Moisture Condensation Resistance

ASTM D4585, 100°F

(38°C), 2000 hours

Rating 10 per ASTM D610 for Rusting;

Rating 10 per ASTM D714 for Blistering

Pencil Hardness ASTM D3363 H

Surface Preparation/Application Procedures/Application Equipment/ Application Temperatures/ & Testing -Must adhere to the Manufacturers recommendations.

Material Tolerances

All contract item dimensions must be within 0.005 in. of required dimensions as listed in the Price Breakout Schedule. Failure for a contract item dimension to fall within this tolerance will result in rejection of said contract item.

Quality Control

The Contractor must establish and maintain effective Quality Control (QC). Quality Control consists of ensuring that all contract items meet correct dimensions, quantities, drilled hole locations, drilled hole dimensions, and all other requirements as specified in the contract.

Effective QC also includes checking all steel material mill certificates to ensure all material was melted and manufactured in the United States, meets grade and strength requirements as specified in the contract, and that the material delivered corresponds to the listed heat/batch number on the given mill certificates for each contract item.