PORTLAND - United States Army...USGS TOPOGRAPHICAL MAP REFERENCE: APPLICANT: ASH GROVE CEMENT COMPANY PROPOSED PROJECT: PORTLAND TERMINAL FENDER PILE SYSTEM REPLACEMENT …

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SITE VICINITY MAP

SCALE: NONE

REFERENCE:

APPLICANT: ASH GROVE CEMENT COMPANY

ADJACENT PROPERTY OWNERS:

1. PORTLAND BUREAU OF ENV. SERVICES

2. UNION PACIFIC RAILROAD COMPANY

3. OREGON DEPT. OF STATE LANDS

LOCATION: 3737 N PORT CENTER WAY

1N1E21CD-00100, 1N1E28A-00500

LAT/LONG: 45.547955N

-122.692098W

DATE: 12/07/2018

PAGE 1 OF 13

PROPOSED PROJECT: PORTLAND TERMINAL

FENDER PILE SYSTEM REPLACEMENT

IN: WILLAMETTE RIVER

NEAR/AT: PORTLAND, OREGON

COUNTY: MULTNOMAH

STATE: OR

PROJECT

LOCATION

PORTLAND

PROJECT

LOCATION

OREGON

NWP-1997-114-3 Page 1 of 13 Enclosure 1

USGS TOPOGRAPHICAL MAP

REFERENCE:


PROPOSED PROJECT: PORTLAND TERMINAL FENDER PILE SYSTEM REPLACEMENT

LOCATION: 3737 N PORT CENTER WAY, PORTLAND, OREGON

PAGE 2 OF 13 DATE: 12/07/2018

PROJECT

LOCATION

Scale 1" =

0 2000 4000

2000'

1000

SOURCE: USGS PORTLAND, OR WA 7.5 MINUTE QUADRANGLE


NORTH TERMINAL TAX LOT

REFERENCE:




PAGE 3 OF 13 DATE: 12/07/2018

NORTH

TERMINAL

S.E.1/4 S.W.1/4 SEC.21 T.1N. R.1E. W.M.

MULTONOMAH COUNTY


SOUTH TERMINAL TAX LOT

REFERENCE:




PAGE 4 OF 13 DATE: 12/07/2018

SOUTH

TERMINAL

N.E.1/4 SEC.28 T.1N. R.1E. W.M.

MULTONOMAH COUNTY


STEEL SILOSTEEL SILO

STEEL SILO

HARBOR LINE

BOUNDARY

BREASTING DOLPHIN (TYP.)

CAT WALK (TYP.)

RAIL CAR MOVER RAIL CAR LOAD OUT

ACCESS ROAD

GARAGE BAYS

ORDINARY HIGH WATER LINE

FENDER PILE SYSTEM (TYP.)

WILLAMETTE RIVER

PAVEMENT (TYP.)

CENTRAL PIER

BLOWER ROOM

OFFICE

Scale 1" =

0 100 200

100'

50

SITE PLAN NORTH TERMINAL

REFERENCE:




PAGE 5 OF 13 DATE: 12/07/2018



WALKWAY (TYP.)


CAUSEWAY

WILLAMETTE RIVER

SILO SILO SILO

PAVEMENT (TYP.)

ACCESS ROAD

LAB


Scale 1" =

0 40 80

40'

20

SITE PLAN SOUTH TERMINAL

REFERENCE:




PAGE 6 OF 13 DATE: 12/07/2018


(E) DOLPHINTO REMAIN

(E) CHAINSREMOVE ANDREFURBISH

(E) ANCHOR PLATESPRESERVE AND

PROTECT

(E) BUCKLING FENDERREMOVE AND DISPOSE

(E) WOOD CHOCKSREMOVE ANDDISPOSE

(E) STEEL WALERREMOVE AND

REFURBISH

(E) WOOD PILESREMOVE AND

DISPOSE

(E) ANCHORBOLTS

REFURBISH AS REQ'D AND REUSE(E) ANCHOR PLATES AND CHAINS(PROVIDE 3" SLACK IN CHAIN PER

ORIGINAL DESIGN DRAWINGE-7790-22-201 JAN 12TH,1981)

(N) BUCKLINGFENDER

(E) DOLPHIN

(8) W12x50 GALVANIZEDSUPPORT BEAMS

SEE BAR SCALEEXISTING PILES AT DOLPHIN - TYPICAL

(N) UHMW-PE FENDERFACING PANEL

2

SEE BAR SCALENEW PILES AT DOLPHIN - TYPICAL

WILLAMETTE RIVER WILLAMETTE RIVER

EXISTING & NEW PILES AT DOLPHIN LAYOUT

REFERENCE:




PAGE 7 OF 13 DATE: 12/07/2018

1325 E 1ST AVENUECAMAS, WA 98607(360) 216-4086

0" 3'-0" 6'-0" 9'-0"

SCALE: 3/16" = 1'-0"


OR

DIN

AR

Y H

IGH

WA

TER

EL.

16.

6'

MU

DLI

NE

EL.

-27.

0' ±

PIL

E S

PLI

CE

(TY

PIC

AL)

EL. 4

.0' ±

CENT

ER O

F W

ALER

SE

E B

AR

SC

ALE

DOLP

HIN

PILE

SEC

TION

(E) P

ILE

(TY

PIC

AL)

(N)1

2"O

D x

1/2

" STE

EL

PIL

E, A

STM

A25

2 G

R. 3

(E) B

OLL

AR

D

(E) D

OLP

HIN

EL.

27.

0'±

TOP

OF

PIL

EE

L. 2

5.5'

±

PIL

E T

IPE

L. -9

0.5'

±

6'-0

"±

EL. 8

.0' ±

CENT

ER O

F W

ALER

MID

-DE

PTH

WA

LER

(E) M

UD

LIN

E

15'-0

"

SA

ND

CO

VE

RS

AN

D C

OV

ER

CO

NTI

NU

ES

DOLPHIN SECTION

REFERENCE:




PAGE 8 OF 13 DATE: 12/07/2018


0"

4'-0

"8

'-0

"1

6'-0

"

SC

ALE

: 1/8

" = 1

'-0"


(E) PIERTO REMAIN

(E) WOOD PILESREMOVE AND DISPOSE

(E) WOOD CHOCKSREMOVE AND DISPOSE


PROTECT

(E) DOCK BUMPERREMOVE AND DISPOSE

(E) PIERTO REMAIN

(N) W12x50WALER

(N) PILES (N) CHOCKS


PROTECT (N) DOCK BUMPER(TYPICAL)

(N) UHMW-PEFENDER FACINGPANEL (TYPICAL)

7'-6"± (TYP.) 7'-6"± (TYP.)

2'-9"±(FIELD VERIFY)

4

2'-6

"

SEE BAR SCALEEXISTING PILES AT PIER

SEE BAR SCALENEW PILES AT PIER

WILLAMETTE RIVER

WILLAMETTE RIVER

EXISTING & NEW PILES AT PIER

REFERENCE:




PAGE 9 OF 13 DATE: 12/07/2018


0" 8'-0" 16'-0" 32'-0"

SCALE: 3/32" = 1'-0"


SE

E B

AR

SC

ALE

PIER

PIL

E SE

CTIO

N

(E) P

ILE

(TY

PIC

AL)

(E) P

IER

EL.

28.

0' ±

OR

DIN

AR

Y H

IGH

WA

TER

EL.

16.

6'

PIL

E S

PLI

CE

(TY

PIC

AL)

2'-6

"±

MID

-DE

PTH

WA

LER

EL. 4

.0' ±

CENT

ER O

F W

ALER

EL. 8

.0' ±

CENT

ER O

F W

ALER

PIL

E T

IPE

L. -9

0.5'

±

MU

DLI

NE

EL.

-26.

75' ±

(N)1

2"O

D x

1/2

" STE

EL

PIL

E, A

STM

A25

2 G

R. 3

(E) M

UD

LIN

E

TOP

OF

PIL

EE

L. 2

5.5'

±

15'-0

"

SA

ND

CO

VE

RS

AN

D C

OV

ER

CO

NTI

NU

ES

PIER PILE SECTION

REFERENCE:




PAGE 10 OF 13 DATE: 12/07/2018


0"

4'-0

"8

'-0

"1

6'-0

"

SC

ALE

: 1/8

" = 1

'-0"



WALKWAY (TYP.)


CAUSEWAY

15' (TYP.)

SAND COVER (TYP.)

STEEL SILOSTEEL SILO

STEEL SILO

HARBOR LINE

BOUNDARY


CAT WALK (TYP.)

GARAGE BAYS



CENTRAL PIER

BLOWER ROOM


15' (TYP.)

BLOWER ROOM

SAND COVER (TYP.)

SAND COVER PLACEMENT

REFERENCE:




PAGE 11 OF 13 DATE: 12/07/2018

NORTH TERMINAL

SOUTH TERMINAL

100

Scale 1" = 100'

500

40

Scale 1" = 40'

200

WILLAMETTE RIVER

WILLAMETTE RIVER


Scale 1" =

0 75 150

75'

37.5

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1:2

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7 A

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NORTH TERMINAL AERIAL PHOTOGRAPH

REFERENCE:




PAGE 12 OF 13 DATE: 12/07/2018

BREASTING

DOLPHIN (TYP.)

WALKWAY

(TYP.)

CENTRAL

PIER

PIER

FENDER

FENDER PILE

SYSTEMS

(TYP.)

WILLAMETTE RIVER


Scale 1" =

0 50 100

50'

25

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1:3

0:3

6 A

M

SOUTH TERMINAL AERIAL PHOTOGRAPH

REFERENCE:




PAGE 13 OF 13 DATE: 12/07/2018

BREASTING

DOLPHIN (TYP.)

WALKWAY

(TYP.)

CAUSEWAY

FENDER PILE

SYSTEMS (TYP.)

WILLAMETTE RIVER


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PORTLAND - United States Army...USGS TOPOGRAPHICAL MAP REFERENCE: APPLICANT: ASH GROVE CEMENT COMPANY PROPOSED PROJECT: PORTLAND TERMINAL FENDER PILE SYSTEM REPLACEMENT …