Dwgs-UNK337747A-AM_6-22x34.pdf

PDF 246 KB Posted

Attached to
River Revetment Phase III, Unalakleet, Alaska
Solicitation number
W911KB-16-R-0015
Issued by

About this file

Drawing S-503

View the file

Other files

File Type Posted
W911KB-16-R-0015_AM_6.pdf PDF
AM_5.pdf PDF
W911KB-16-R-0015_Amendment__4.pdf PDF
AM_3_W911KB-16-R-0015.pdf PDF
W911KB-16-R-0015_Amendment__2.pdf PDF
16R0015-0001.pdf PDF
W911KB-16-D-0015_Dwgs_RFP-11x17.pdf PDF
W911KB-16-R-0015_RFP_Dwgs.pdf PDF
W911KB-16-R-0015_RFP.pdf PDF
W911KB-16-R-0015_RFP_Specs.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

18" Ø FENDER PILE PLAN

SCALE: 1" = 1'=0"

A

S-101 S-102 S-103 S-503

℄ Y-PILE AND

FENDER PILE

W/ SLOTTED BOLLARDW/O SLOTTED BOLLARD

FENDER PILE W/

HDPE SLEEVE

TYP

" TOP PL, SEE

NOTE 7.c. ON G-002

PIERHEAD

LINE

" x 4" FLAT BAR RADIAL STIFFENER, TYP. NOTE CENTER STIFFENER

EXTENDS TO Y-PILE W/O SLOTTED

BOLLARD.

SLOTTED BOLLARD, SEE PLAN FOR

LOCATIONS. NOTE THAT BOLLARD MUST BE

INSTALLED PRIOR TO FENDER TOP PLATE.

5/16

TOP PL AND STIFFENERS:

TO FACE SHEETS AND Y-PILE W/O SLOTTED BOLLARD

TO FACE SHEETS AND BOLLARD W/ SLOTTED BOLLARD

ADJACENT LADDER WHERE

PRESENT, SEE PLAN FOR

LOCATIONS

5/16

TYP

5/16

5/16

STIFFENER

TO PILE, TYP

S

S

B

CONTRACTOR SHALL SIZE AND FIELD TRIM

PLATE TO ESTABLISH PIERHEAD LINES A, B

AND C AS SHOWN ON C-102. SIM FOR ALL

FENDER PILE TOP PLATES.

℄ Y-PILE AND

SLOTTED

BOLLARD

PIERHEAD

LINE

FACE OF Y-PILE

TOP OF FILL

TAIL WALL SHEETSFACE SHEETS

18" Ø FENDER PILE ELEVATION

SCALE: 1" = 1'=0"

B

S-503 S-503

" THK KEEPER

PLATE, SEE

F/S-503

℄ FENDER PILE

AND EDGE OF

KEEPER PLATE

18" Ø x

" THK

x 50' LONG

FENDER PILE

1'-0" MAX PILE

CUT OFF

STIFFENER

14'-0" LONG HDPE FENDER SLEEVE,

20" Ø DR 21, 22" Ø DR 17, OR 24" Ø

DR 11. 20" Ø DR 21 SHOWN.

SLOPE 2%

" TOP

PLATE

C

S-503 S-503

EL =

-2' ± MLLW

LADDER, NS AND FS STIFFENERS, AND

FOREGROUND SHEET PILES NOT SHOWN

FOR CLARITY. SLOTTED BOLLARD

SHOWN BUT NOT PRESENT IN ALL

LOCATIONS - SEE PLAN.

EL =

+12' ± MLLW

EL AT CL

= +12.5'

℄ FENDER PILE

SLOPE AS INDICATED

5/16

TOP PLATE

TOP OF FENDER PILE DETAIL

SCALE: 3" = 1'=0"

C

S-503 S-503

18" Ø FENDER SHOWN,

SIM @ 8" Ø FENDER

PIERHEAD

LINE

TOP OF FILL

1'-0" MAX PILE

CUT OFF

SLOPE 2%

" TOP

PLATE

C

S-503 S-503

EL =

-2' ± MLLW

" THK KEEPER

PLATE, SEE

F/S-503

FACE SHEETS

℄ FENDER PILE AND

EDGE OF KEEPER PLATE

" Ø x

" THK

x 40' LONG

FENDER PILE

10" Ø x 14'

LONG DR 21

HDPE FENDER

SLEEVE

8" Ø FENDER PILE ELEVATION

SCALE: 1" = 1'=0"

E

S-503 S-503

TYP

PIERHEAD

LINE

" TOP PL, SEE

NOTE 7.c. ON G-002

FENDER PILE W/

HDPE SLEEVE

℄ CELL

5/16

8" Ø FENDER PILE

SCALE: 1" = 1'=0"

D

S-101 S-102 S-103 S-503

S

S

E

KEEPER PLATES

SCALE: 1" = 1'=0"

F

S-503 S-503

3" 2"

R

R

U N

K A

S

D E

T A

I L

S

S-503

F E

N D

E R

P

I L

E

D

E T

A I L

S

I

A S

N

O T

E D

C E

P O

A E

N G

J

S

A U

C E

D A

E N

G

H

H

K

E

I S

S E

S

R C

T

R C

T

S T

R U

C T

U R

A L

ALASKA DISTRICT

D R

A W

I N

G

F I L

E

D W

G

S

C A

L E

P L

T

C A

L E

D A

T E

A C

T I O

N S

Y M

D R

A W

N

R E

S I D

E N

T

E

N G

I N

E E

R

D A

T E

S T

A T

E

P R

I M

E

C

O N

T R

A C

T O

R D

A T

E D

E S

C R

I P

T I O

N A

P P

D

C I T

Y

C O

N T

R A

C T

O R

C O

N T

R A

R E

C O

M M

E N

D E

D

A P

P R

O V

E D

S U

B M

I T

T E

D

D E

S I G

N E

D

R E

V I E

W E

D

C H

I E

F

B

A

N C

H

C H

I E

F

C

T I O

N

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

A N

C H

O R

A G

E

A

L A

S K

A

C O

R P

S

O

F

E

N G

I N

E E

R S

REFERENCE

NUMBER:

SHEET OF

HGFEDCBA

US ARMY CORPS

OF ENGINEERS

D r a w i n g

O

E

N P u b l i c E n g i n e e r U

N I F

I E

D E

N C

W J o b s U

N K

A

D w g s C

A D

U

N K

A S d w g l a s t s a v e d o n

A

M w a s p l o t t e d b y

T e d r i c k

R o b e r t o n

A

M

U

N K

U N

K A

P

N o

W K

B R

A

U G

AM#6

R I V

V

E T

M E

H A

I

U N

A L

A K

L E

E T

A

L A

S K

IF THIS LINE DOES NOT MEASURE

2", ADJUST SCALE ACCORDINGLY.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

15 AUG 2016

AutoCAD SHX Text

AM#6

AutoCAD SHX Text

(1) EDIT HDPE SLEEVE CALLOUTEDIT HDPE SLEEVE CALLOUT

AutoCAD SHX Text

RCT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

15 AUG 2016

AutoCAD SHX Text

AM#6

AutoCAD SHX Text

(2) CHANGE KEEPER PLATE WIDTHCHANGE KEEPER PLATE WIDTH

AutoCAD SHX Text

RCT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

Sheets and Views
S-503 FENDER PILE DETAILS I

File details come from the government source that posted it. Updated .