DEMOLITION GENERAL NOTES:

TOPOGRAPHY LEGEND:

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

CENTENNIAL MILLS DEMOLITIONPORTLAND DEVELOPMENT COMMISSION

SITE MAP

VICINITY MAP

ABBREVIATIONS

Dig Safely.Call the Oregon One-Call Center

PROJECT SITE

C001

COVER SHEET

SHEET INDEX

CONTACTS

SHEET NOTES:

1. (N) INDICATES NEW CONSTRUCTION. ALL OTHER CONSTRUCTION SHOWN IS EXISTING

2. ALL DIMENSIONS SHOWN ARE APPROXIMATE.

3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION. NOTIFY ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM THAT

SHOWN ON THE DRAWINGS.

4. WORK MUST CONFORM WITH THE CITY OF PORTLAND STANDARDS AND THE INTERNATIONAL

BUILDING CODE (IBC.).

5. REF. ALTA SURVEY DATED 12-29-08 BY WESTLAKE CONSULTANTS INC. FOR LOCATIONS AND

DESCRIPTIONS OF EXISTING UTILITIES AND SITE CONDITIONS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE START OF

DEMOLITION.

6. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571.

THE CONTRACTOR MUST NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY

HOURS PRIOR TO EXCAVATING, BORING, OR POT HOLING.

7. PROVISIONS MUST BE MADE BY THE CONTRACTOR TO PROTECT UTILITIES DURING

DEMOLITION. CAP UTILITIES PER CITY AND UTILITY PROVIDER'S STANDARDS.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL

EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH STATE AND FEDERAL

REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,

INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

9. DEMOLITION SHALL BE CARRIED OUT IN ACCORDANCE WITH U.S. GREEN BUILDING COUNCIL

(USGBC) STANDARDS FOR WASTE MANAGEMENT.

10. UNDER SEPARATE CONTRACT, OWNER TO INSTALL SITE LANDSCAPING IN ACCORDANCE

WITH CITY OF PORTLAND ZONING CODE SECTION 33.510.242, WITHIN 6 MONTHS OF

COMPLETION OF DEMOLITION OPERATIONS.

11. CONTRACTOR MUST SUBMIT AND MAINTAIN A SAFETY PLAN FOR ALL PERSONNEL WORKING

ON THE SITE. PLAN MUST FOLLOW ALL APPLICABLE OSHA AND CITY OF PORTLAND

STANDARDS.

GRAIN ELEVATOR "C"CONC FLOOR

OVER FILL,

CONC. WALLS

AND COLS.

32

0.7

6' T

O

HA

RB

OR

L

IN

E

LAMINATED WALL

COVERED WITH

CORRUGATED GAL

IRON TYP.

WAREHOUSE "D"

ALL COLUMNS ARE WOOD

PROPERTY LINE

REF. SURVEY

FLOUR MILL

WAREHOUSE "A"

CONC. FLOOR ON

FILL CONC. WALLS

AND COLS. TYP.

TILE WALL AND

CONC. COLUMNS

FEED MILL

ELEV.

WAREHOUSE "B"

ALL COLS ARE WOOD

BOARD WALLS AND

PARTITIONS

HARBOR LINE

REF. SURVEY

400'-5

"

SLIDING WOOD

DOORS

CONC. WALL

AND PILASTERS

WAREHOUSE "C"

WO

OD

T

RU

SS

AB

OV

E

LIN

E O

F C

AN

OP

Y

8" CONC. WALL

CORRUGATED

TIN ON WOOD

GIRTS

ELEV.

WAREHOUSE "E"

1

Y

EXISTING CONDITIONS PLAN

1/16"=1'-0"

1

2

3

4

5

6

7

8

9

10

11

XWVUTSRQPNMLKJHGFEDCBA

PROPERTY LINE

REF. SURVEY

APPROX.

ORDINARY LOW

WATER LINE

(REF. SURVEY)

(LOWER LEVEL PLAN)

(MAG.)

(PLAN)

(6-STORIES)

30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"

30

'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"

WILLAMETTE RIVER

99'-2"52'-7"48'-5"

50

'-0

"

GRAIN ELEVATOR "B"

CONC. FLOOR

ON BEAMS ALL

COLS CONC.

8" CONC.

WALL

PROPERTY LINE

CO

NC

. F

LO

OR

OV

ER

F

IL

L

CO

NC

. F

LO

OR

OV

ER

P

IL

IN

G

LAMINATED WALL

COVERED WITH

CORRUGATED GAL

IRON TYP.

CONC. FLOOR

25

'-5

"

10'-0"

100'-0"39'-0"

BLENDING BINS

GRAIN ELEVATOR "A"

BOARD WALLS,

WOOD PILINGS,

COLS AND

CEMENT FLR.

CONC. FLOOR

WOOD COLS.

60'-9"50'-3"

CONC. FLOOR.

ON FILL CONC.

COLS.

82

'-0

"

CO

NC

. F

LO

OR

OV

ER

F

IL

L

CO

NC

. F

LO

OR

OV

ER

P

IL

IN

G

CONC. FLOOR ON

FILL-CONC. WALLS

10

8'-6

"

175'-0"

ALL COLS ARE

CONC. UNLESS

OTHERWISE

INDICATED

CO

NC

. S

LA

B O

N F

IL

L IN

TH

IS

P

OR

TIO

N

FR

AM

ED

C

ON

C

SL

AB

IN

T

HIS

PO

RT

IO

N

LO

AD

IN

G

PL

AT

FO

RM

WAREHOUSE "C"

SLIDING WOOD

DOORS

WOOD

COLUMNS

CONC. SLAB

ENDS HERE

WOOD FLR ON

PILING IN THIS

PORTION WOOD WALL

WOOD

COLUMNS

SALT

ROOM

GARAGE

RA

MP

U

P

CONC. FLOOR.

ON FILL, CONC.

WALLS AND

COLS. TYP.

CONVEYERS AND

HOPPERS IN THIS

AREA

WILLAMETTE RIVER

NW NAITO PARKWAY

CRESENT ELECTRIC

SITE MAP

PADDOCK

WATER

FRONT

PEARL

CENTENNIAL MILLS

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

S100

EXISTINGCONDITIONS PLAN(LOWER LEVEL PLAN)

SHEET NOTES:

1. (N) INDICATES NEW CONSTRUCTION. ALL OTHER CONSTRUCTION SHOWN IS EXISTING

2. ALL DIMENSIONS SHOWN ARE APPROXIMATE.

3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION. NOTIFY ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM THAT

SHOWN ON THE DRAWINGS.

4. WORK MUST CONFORM WITH THE CITY OF PORTLAND STANDARDS AND THE INTERNATIONAL

BUILDING CODE (IBC.).

5. REF. ALTA SURVEY DATED 12-29-08 BY WESTLAKE CONSULTANTS INC. FOR LOCATIONS AND

DESCRIPTIONS OF EXISTING UTILITIES AND SITE CONDITIONS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE START OF

DEMOLITION.

6. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571.

THE CONTRACTOR MUST NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY

HOURS PRIOR TO EXCAVATING, BORING, OR POT HOLING.

7. PROVISIONS MUST BE MADE BY THE CONTRACTOR TO PROTECT UTILITIES DURING

DEMOLITION. CAP UTILITIES PER CITY AND UTILITY PROVIDER'S STANDARDS.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL

EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH STATE AND FEDERAL

REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,

INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

9. DEMOLITION SHALL BE CARRIED OUT IN ACCORDANCE WITH U.S. GREEN BUILDING COUNCIL

(USGBC) STANDARDS FOR WASTE MANAGEMENT.

10. UNDER SEPARATE CONTRACT, OWNER TO INSTALL SITE LANDSCAPING IN ACCORDANCE

WITH CITY OF PORTLAND ZONING CODE SECTION 33.510.242, WITHIN 6 MONTHS OF

COMPLETION OF DEMOLITION OPERATIONS.

11. CONTRACTOR MUST SUBMIT AND MAINTAIN A SAFETY PLAN FOR ALL PERSONNEL WORKING

ON THE SITE. PLAN MUST FOLLOW ALL APPLICABLE OSHA AND CITY OF PORTLAND

STANDARDS.

75'-10"

80

'-1

0"

GRAIN ELEVATOR "C"

LAMINATED

WALL

COVERED WITH

CORRUGATED

GAL IRON

GRAIN ELEVATOR "B"

LAMINATED WALL

COVERED WITH

CORRUGATED GAL

IRON TYP.

LAMINATED

WOOD WALLS

FULL HEIGHT

w/ PENTHOUSE

50

'-6

"

LAMINATED

WALL

COVERED

WITH

CORRUGATED

GAL IRON

32

0.7

6' T

O

HA

RB

OR

L

IN

E

STORE ROOM

DECK ABOVE

100'-0"39'-0"

83

'-0

"

DECK ABOVE

WAREHOUSE "D"

WOOD FLOOR AND COLS.,

WOOD TRUSSES ABOVE

WOOD SLIDING

DOORS

15

5'-0

"

GRAIN ELEVATOR "A"

13

'-0

"1

4'-4

"

22'-10"

WOOD

PARTITIONS

TYP.

CEMENT FLOOR

ON WOOD

PROPERTY LINE

REF. SURVEY

WOOD

COLUMNS

SERVICE

ELEVATOR

51'-4"

FLOUR MILL

LAMINATED WOOD

FLOOR, INTERIOR

WOOD COLUMNS,

EXT. CONC. COLS

AND WALLS

SACK ROOM

MOTOR ROOM

SERVICE

ELEVATOR

MANLIFT

WAREHOUSE "A"

LAMINATED WOOD

FLOOR, WOOD

TRUSSES ABOVE

CE

ME

NT

F

LO

OR

ON

W

OO

D

CE

ME

NT

F

LO

OR

ON

W

OO

D

60'-9"

WOOD FLOOR IN

THIS PORTION

EXCEPT AS

NOTED

SMOKE STACK

BOILER ROOM

CONCRETE

FLOOR ON WOOD

IN THIS PORTION

SACK REPAIR

CEMENT FLOOR

ON WOOD

83

'-1

1"

POSTS SUPPORT

STEEL TOWER

ABOVE

TILE WALL AND

CONC. COLUMNS

FEED MILL

ELEV.

WAREHOUSE "B"

WOOD FLOOR AND

COLS., WOOD TRUSSES

ABOVE

AS

PH

ALT

FLO

OR

ON

WO

OD

HARBOR LINE

REF. SURVEY

400'-5

"

CO

NC

. F

LO

OR

O

N

WO

OD

WOOD TRUSSES

ABOVE

WOOD FLOOR, INT.

WOOD COLUMNS, EXT.

CONC. COLUMNS AND

WALLS

WAREHOUSE "C"

WOOD FLOOR AND COLS

CONC. SLAB FLOOR

ENDS HERE

SLIDING WOOD

DOORS

CONC. WALL

AND PILASTERS

48'-8"

WAREHOUSE "C"

CONC. FLAT SLAB FLOOR

DROP PANEL

CONSTRUCTION

SUPPORTED BY CONC.

COLUMNS.

20 GA. GLAV.

IRON CANOPY

ABOVE

WO

OD

T

RU

SS

LIN

E O

F C

AN

OP

Y

6x10 WOOD

COLS.

8" CONC. WALL

AND PILASTERS

1

1

4

" RODS FOR

TRUSS SUPPORT

26 GA. GALV.

IRON

ALL COLS 12x12

WOOD UNLESS

OTHERWISE

SHOWN

BRICK

PARTITION

BLENDING BINS

LAMINATED WOOD

WALLS

10

8'-6

"

ELEV.

LOADING PLATFORM

SLIDING FIRE

DOORS TYP.

50'-3"

WAREHOUSE "E"

LAMINATED WOOD

FLOOR, INTERIOR

WOOD COLUMNS,

EXT. CONC. COLS

AND WALLS. WOOD

TRUSSES ABOVE

GLAV. IRON AWNING

OVER PLATFORM

ABOVE

ROLLING STEEL

DOORS, TYP.

RA

MP

UP

175'-0"

ROLLING STEEL

DOORS, TYP.

CONCRETE

RETAINING

WALL

BRICK

PARTITION

10

8'-6

"

1

Y

xx

xx

xx

xx

xx

xx

xx

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxx

EXISTING CONDITIONS PLAN

1/16"=1'-0"

1

2

3

4

5

6

7

8

9

10

11

XWVUTSRQPNMLKJHGFEDCBA

NW NAITO PARKWAY

AS

PH

AL

T D

RIV

EW

AY

TO

R

EM

AIN

AS

PH

AL

T

RA

MP

U

P

MPU PADDOCK

STEEL FRAMED ROOF

STRUCTURE OVER

RIDING ARENA

ASPHALT PARKING/

LOADING AREA

TO REMAIN

STEEL FRAMED

CONVEYOR

TRESTLE ABOVE

ROOF

PROPERTY LINE

REF. SURVEY

WA

RE

HO

US

E "A

"W

AR

EH

OU

SE

"B

"

APPROX. MAIN LEVEL

FLOOR ELEV. + 33'-0"

THRU OUT

APPROX.

ORDINARY LOW

WATER LINE

(REF. SURVEY)

HORSE CORRAL

(MAIN FLOOR PLAN)

(MAG.)

(PLAN)

LAMINATED

WOOD WALLS

FULL HEIGHT

w/ PENTHOUSE

LAMINATED

WOOD WALLS

FULL HEIGHT

w/ PENTHOUSE

(6-STORIES)

(4-STORIES)

30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"

30

'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"

WILLAMETTE RIVER

WILLAMETTE RIVER

NW NAITO PARKWAY

CRESENT ELECTRIC

SITE MAP

PADDOCK

WATER

FRONT

PEARL

CENTENNIAL MILLS

(~70' TALL)

(~90' TALL)

(~90' TALL)

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

S101

EXISTINGCONDTIONS PLAN(MAIN FLOOR PLAN)

SHEET NOTES:

1. (N) INDICATES NEW CONSTRUCTION. ALL OTHER CONSTRUCTION SHOWN IS EXISTING

2. ALL DIMENSIONS SHOWN ARE APPROXIMATE.

3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION. NOTIFY ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM THAT

SHOWN ON THE DRAWINGS.

4. WORK MUST CONFORM WITH THE CITY OF PORTLAND STANDARDS AND THE INTERNATIONAL

BUILDING CODE (IBC.).

5. REF. ALTA SURVEY DATED 12-29-08 BY WESTLAKE CONSULTANTS INC. FOR LOCATIONS AND

DESCRIPTIONS OF EXISTING UTILITIES AND SITE CONDITIONS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE START OF

DEMOLITION.

6. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571.

THE CONTRACTOR MUST NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY

HOURS PRIOR TO EXCAVATING, BORING, OR POT HOLING.

7. PROVISIONS MUST BE MADE BY THE CONTRACTOR TO PROTECT UTILITIES DURING

DEMOLITION. CAP UTILITIES PER CITY AND UTILITY PROVIDER'S STANDARDS.

8. THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL

EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH STATE AND FEDERAL

REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED,

INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL

PLANNING AND DESIGN MANUAL.

9. DEMOLITION SHALL BE CARRIED OUT IN ACCORDANCE WITH U.S. GREEN BUILDING COUNCIL

(USGBC) STANDARDS FOR WASTE MANAGEMENT.

10. UNDER SEPARATE CONTRACT, OWNER TO INSTALL SITE LANDSCAPING IN ACCORDANCE

WITH CITY OF PORTLAND ZONING CODE SECTION 33.510.242, WITHIN 6 MONTHS OF

COMPLETION OF DEMOLITION OPERATIONS.

11. CONTRACTOR MUST SUBMIT AND MAINTAIN A SAFETY PLAN FOR ALL PERSONNEL WORKING

ON THE SITE. PLAN MUST FOLLOW ALL APPLICABLE OSHA AND CITY OF PORTLAND

STANDARDS.

FLOUR MILL

FEED MILL

1

Y

xx

xx

xx

xx

xx

xx

xx

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

xxxxxxxxxxxxxxxxxxxxxx

xxxxxxxxxxx

DEMO PLAN

1/16"=1'-0"

1

2

3

4

5

6

7

8

9

10

11

XWVUTSRQPNMLKJHGFEDCBA

NW NAITO PARKWAY

MPU PADDOCK

HORSE CORRAL

(LOWER LEVEL PLAN)

(MAG.)

(PLAN)

CONC. SEA WALL

BELOW TO REMAIN

CONC. SEA WALL

BELOW

CONC. FLOOR

STRUCTURE OVER

COLUMNS/PILINGS

CONC. FLOOR

STRUCTURE OVER

COLUMNS/PILINGS

CONC. SLAB

ON GRADE

TO REMAIN

APPROX. LOWER

LEVEL DECK

EDGE, TYP.

CONC. RETAINING WALL, TYP.

SHORE AS REQUIRED PRIOR TO

DEMOLISHING MAIN FLOOR

STRUCTURE. EOR TO VISIT

SITE DURING DEMO TO CONFIRM

(E) CONDITIONS AND PROVIDE

PERMANENT BRACING

REQUIRMENTS WHERE

REQUIRED.

APPROX. LOWER

FLOOR ELEV. + 20'-0"

THRU-OUT

PHASE 1:

DEMOLISH AND SALVAGE ALL

BUILDINGS EXCEPT FEED AND

FLOUR MILL DOWN TO LOWER

LEVEL SLAB ON GRADE.

PHASE 1:

DEMOLISH PADDOCK

BUILDING AND ASSOCIATED

FOUNDATIONS.

CONC. SLAB FLOOR

OVER CONC.

COLUMNS

CONC. SLAB ON

GRADE FLOOR

TO REMAIN

APPROX.

LOWER LEVEL

SLAB EDGE,

TYP.

CONC. SEA

WALL BELOW

TO REMAIN

CONC. SLAB FLOOR

OVER CONC.

COLUMNS

WOOD FLOOR

APPROX.

LOWER LEVEL

DECK EDGE

TYP. AT WOOD

CONSTRUCTION

30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0" 30'-0"

30

'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"3

0'-0

"

WILLAMETTE RIVER

ASPHALT

LOADING

AREA

TO REMAIN

CONC. SLAB

ON GRADE

TO REMAIN

DEMO CANOPY AND

LOADING DOCK

STRUCTURES

DEMO RAMP AND

STAIR STRUCTURE

w/ WAREHOUSE "E"

CONC. SLAB

ON GRADE

TO REMAIN

NOTE:

DO NOT DAMAGE

STRUCTURE OF FEED OR

FLOUR MILL DURING DEMO

OF SURROUNDING

BUILDINGS

NOTE:

LOWER LEVEL WOOD STRUCTURE

IS IN POOR CONDITION. USE

CAUTION DURING DEMO WORK TO

PREVENT DEBRIS FROM FALLING

INTO RIVER BELOW.

xx

xx

xx

xx

x x x x x x x x x

xx

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x

xxxxx

xx

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xx

xx

xx

xx

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xx

xx

xx

x

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

xx

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x

PROVIDE SITE

PERIMETER

FENCING TO

SECURE SITE

DOWN TO

WATER LINE

ADD ALT. #1:

ADD DEMOLITION AND

SALVAGE OF FEED AND

FLOUR MILLS

MAINTAIN UTILITY

SERVICES TO FEED MILL

MAINTAIN UTILITY

SERVICES TO

FLOUR MILL

PROVIDE TEMP STAIR

FOR ACCESS TO MAIN

FLOOR FROM LOWER

LEVEL AT FLOUR MILL

PHASE 2:

DEMOLISH ALL STRUCTURE TO

RIVERSIDE OF SEA WALL ABOVE

BANK/MUD LINE

2

PHASING SECTION AT WHARF

1/16"=1'-0"

2

PHASE 2

DEMO.

PH

AS

E 2

DE

MO

.

ROOF

MAIN FLOOR

LOWER LEVEL

SAND AND COBBLE

STONE BEACH

TIMBER COLUMNS

TYP.

TIMBER COLUMNS,

TYP.

PH

AS

E 1

DE

MO

.

PH

AS

E 2

DE

MO

.

MUD LINE

TIMBER PILING

TYP. APPROX.

400-500 PILES ARE

EXPOSED ABOVE

MUDLINE AND ARE

TO BE REMOVED IN

PHASE 2

CONC. SLAB ON

GRADE FLOOR

TO REMAIN

CONCRETE

SEA WALL TO

REMAIN

WILLAMETTE RIVER

NW NAITO PARKWAY

CRESENT ELECTRIC

SITE MAP

PADDOCK

WATER

FRONT

PEARL

CENTENNIAL MILLS

CONC. GRID

BEAMS, TYP.

RIVER LEVEL

VARIES

CONC. COLUMNS

TYP.

(TO REMAIN)

PHASE 1

(TO REMAIN)

PHASE 2

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

S200

DEMO PLAN(LOWER LEVEL PLAN)

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

C002

EXISTINGCONDTIONS PLAN

SCALE 1 INCH = 20 FEET

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

C100

SITE DEMOLITIONPLAN

SCALE 1 INCH = 20 FEET

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

EC100

EROSION CONTROLPLAN

2

1

3 4

5

6

SIDE VIEW

FRONT VIEW

PLAN VIEW

DETAIL FABRICPOST POCKET

TURNED ENDSGEOTEXTILE END CONNECTIONS

FLO

W

FLOW

®

BAG DETAIL

PLAN

SECTION 'A'

LAYOUT AT CATCH BASIN LAYOUT AT AREA DRAIN

A

111 SW 5th Avenue

Suite 2500

Portland, Oregon 97204

503-227-3251

Consulting Engineers

KPFF JOB NO. 212608.10

DATE

PROJECT NUMBER

SHEET TITLE

SCALE

212608.10

DECEMBER 12, 2014

AS SHOWN

REVISIONS

CE

NT

EN

NIA

L M

IL

LS

PO

RT

LA

ND

O

R

NW

N

AIT

O P

AR

KW

AY

PLAN VIEW

SECTION 'A'

A

EC101

EROSION CONTROLDETAILS

SECTION VIEW

SECTION VIEW

LAYOUT AT SLAB DRAIN