Centennial Mills Demolition

Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10 CENTENNIAL MILLS DEMOLITION

PORTLAND DEVELOPMENT COMMISSION

PROJECT SITE

VICINITY MAP

DEMOLITION GENERAL NOTES:

SHEET INDEX

SITE MAP PORTLAND OR NW NAITO PARKWAY

CONTACTS

TOPOGRAPHY LEGEND: CENTENNIAL MILLS

ABBREVIATIONS

REVISIONS

DATE DECEMBER 12, 2014

PROJECT NUMBER 212608.10

Dig Safely. SHEET TITLE Call the Oregon One-Call Center ÄÄÄ COVER SHEET

SCALE AS SHOWN C001 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10

A B C D E F G H J K L M N P Q R S T U V W X Y 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"

PROPERTY LINE REF. SURVEY

CONVEYERS AND HOPPERS IN THIS PROPERTY LINE AREA REF. SURVEY 1 ELEV. 30'-0"

175'-0" 48'-5" 52'-7" 99'-2" 2

WAREHOUSE "E" FLOUR MILL GRAIN ELEVATOR "C" CONC FLOOR (6-STORIES) 30'-0" CONC. FLOOR ON OVER FILL, FILL-CONC. WALLS CONC. FLOOR. CONC. WALLS ON FILL, CONC. AND COLS. 108'-6" WAREHOUSE "A" WALLS AND COLS. TYP. 3 CONC. FLOOR ON FILL CONC. WALLS AND COLS. TYP. 30'-0" 320.76' TO HARBOR LINE

4 GRAIN ELEVATOR "B"

CONC. FLOOR ON BEAMS ALL COLS CONC. 8" CONC. WALL 30'-0"

BLENDING BINS 50'-0" ELEV. CONC. FLOOR WOOD COLS. 5 25'-5" FEED MILL CONC. FLOOR. ON FILL CONC. PORTLAND OR

COLS. 10'-0" 30'-0" NW NAITO PARKWAY LOADING PLATFORM THIS PORTION CONC. SLAB ON FILL IN CONC. FLOOR OVER FILL 6 82'-0"

GRAIN ELEVATOR "A" BOARD WALLS, ABOVE WOOD TRUSS LINE OF CANOPY WOOD PILINGS, PROPERTY LINE

COLS AND 30'-0" CEMENT FLR. CONC. FLOOR OVER FILL WAREHOUSE "C" 50'-3" 60'-9" 39'-0" 100'-0" CORRUGATED TIN ON WOOD 7 GIRTS CENTENNIAL MILLS WAREHOUSE "D" ALL COLUMNS ARE WOOD GARAGE ALL COLS ARE

CONC. UNLESS 30'-0" OTHERWISE INDICATED SLAB IN THIS CONC. FLOOR OVER PILING FRAMED CONC PORTION 8 TILE WALL AND RAMP UP CONC. COLUMNS

LAMINATED WALL COVERED WITH 30'-0" WAREHOUSE "B" CORRUGATED GAL WOOD IRON TYP. APPROX. COLUMNS ALL COLS ARE WOOD ORDINARY LOW BOARD WALLS AND WATER LINE PARTITIONS 9 (REF. SURVEY) CONC. SLAB 8" CONC. WALL OVER PILING ENDS HERE CONC. FLOOR

CONC. WALL SALT WOOD WAREHOUSE "C" AND PILASTERS ROOM COLUMNS 30'-0"

WOOD FLR ON PILING IN THIS PORTION WOOD WALL 10 SLIDING WOOD LAMINATED WALL DOORS COVERED WITH SLIDING WOOD CORRUGATED GAL DOORS IRON TYP. 30'-0"

400'-5" CONC. FLOOR 11

HARBOR LINE REF. SURVEY

WILLAMETTE RIVER

SHEET NOTES:

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

EXISTING CONDITIONS PLAN (LOWER LEVEL PLAN) 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. 1 (PLAN) 1/16"=1'-0" 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR (MAG.) 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 REVISIONS 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. DATE

6. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. DECEMBER 12, 2014 THE CONTRACTOR MUST NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY HOURS PRIOR TO EXCAVATING, BORING, OR POT HOLING. PROJECT NUMBER NW NAITO PARKWAY 7. PROVISIONS MUST BE MADE BY THE CONTRACTOR TO PROTECT UTILITIES DURING DEMOLITION. CAP UTILITIES PER CITY AND UTILITY PROVIDER'S STANDARDS. 212608.10 WATER 8. THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL FRONT PADDOCK EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH STATE AND FEDERAL PEARL CENTENNIAL MILLS REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL CRESENT ELECTRIC PLANNING AND DESIGN MANUAL. SHEET TITLE

9. DEMOLITION SHALL BE CARRIED OUT IN ACCORDANCE WITH U.S. GREEN BUILDING COUNCIL EXISTING (USGBC) STANDARDS FOR WASTE MANAGEMENT. CONDITIONS PLAN

10. UNDER SEPARATE CONTRACT, OWNER TO INSTALL SITE LANDSCAPING IN ACCORDANCE (LOWER LEVEL PLAN) WITH CITY OF PORTLAND ZONING CODE SECTION 33.510.242, WITHIN 6 MONTHS OF WILLAMETTE RIVER SCALE COMPLETION OF DEMOLITION OPERATIONS. AS SHOWN 11. CONTRACTOR MUST SUBMIT AND MAINTAIN A SAFETY PLAN FOR ALL PERSONNEL WORKING SITE MAP ON THE SITE. PLAN MUST FOLLOW ALL APPLICABLE OSHA AND CITY OF PORTLAND STANDARDS. S100 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10

A B C D E F G H J K L M N P Q R S T U V W X Y 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"

NW NAITO PARKWAY

PROPERTY LINE REF. SURVEY

GLAV. IRON AWNING

OVER PLATFORM LOADING PLATFORM PROPERTY LINE

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 ABOVE REF. SURVEY 1 x ELEV. ROLLING STEEL x DOORS, TYP. x 30'-0"

x 75'-10" 175'-0" 48'-8" 51'-4" 22'-10" x 2

x WAREHOUSE "E" MPU PADDOCK WAREHOUSE "A" FLOUR MILL

LAMINATED WOOD 80'-10" (6-STORIES) x STEEL FRAMED ROOF FLOOR, INTERIOR LAMINATED WOOD STRUCTURE OVER WOOD COLUMNS, FLOOR, WOOD RIDING ARENA EXT. CONC. COLS TRUSSES ABOVE GRAIN ELEVATOR "C" LAMINATED AND WALLS. WOOD SACK ROOM (~90' TALL) WALL 30'-0" TRUSSES ABOVE COVERED WITH SERVICE CORRUGATED ASPHALT RAMP UP ASPHALT DRIVEWAY TO REMAIN 108'-6"

108'-6" ELEVATOR GAL IRON

x MANLIFT 3 LAMINATED WOOD LAMINATED FLOOR, INTERIOR WOOD WALLS x WOOD COLUMNS, FULL HEIGHT APPROX. MAIN LEVEL EXT. CONC. COLS CONCRETE w/ PENTHOUSE

x FLOOR ELEV. + 33'-0" AND WALLS RETAINING THRU OUT WALL 30'-0" x 320.76' TO HARBOR LINE

x ROLLING STEEL DOORS, TYP. BRICK MOTOR ROOM PARTITION x BRICK 4 PARTITION

x BOILER ROOM

RAMP UP CEMENT FLOOR GRAIN ELEVATOR "B" x (~90' TALL)

ON WOOD WAREHOUSE "A" 30'-0"

LAMINATED

x BLENDING BINS

x ELEV. SMOKE STACK WOOD WALLS

x x LAMINATED WOOD

FULL HEIGHT 50'-6" LAMINATED x WALLS

x 14'-4" w/ PENTHOUSE

SACK REPAIR WALL x COVERED 5 x WITH WAREHOUSE "B"

x CORRUGATED

CONCRETE SERVICE GAL IRON x

FLOOR ON WOOD ELEVATOR 13'-0"

x HORSE CORRAL

IN THIS PORTION PORTLAND OR

x ASPHALT PARKING/

FEED MILL 30'-0"

x LOADING AREA WAREHOUSE "C" (4-STORIES) STORE ROOM NW NAITO PARKWAY TO REMAIN DECK ABOVE x 20 GA. GLAV. DECK ABOVE CONC. FLAT SLAB FLOOR x IRON CANOPY DROP PANEL

x ABOVE CONSTRUCTION x 6 SUPPORTED BY CONC. 83'-11" x COLUMNS. x 39'-0" 100'-0" x x 6x10 WOOD x x WOOD FLOOR, INT. x x WOOD TRUSS LINE OF CANOPY COLS. WOOD COLUMNS, EXT. LAMINATED CONC. COLUMNS AND WOOD WALLS 30'-0" WALLS FULL HEIGHT CEMENT FLOOR ON WOOD w/ PENTHOUSE

50'-3" 26 GA. GALV. IRON 60'-9" 83'-0" 7

GRAIN ELEVATOR "A" CENTENNIAL MILLS

1 (~70' TALL) 1 4" RODS FOR WOOD FLOOR IN TRUSS SUPPORT ALL COLS 12x12 THIS PORTION WOOD UNLESS EXCEPT AS OTHERWISE NOTED WAREHOUSE "D" 30'-0" SHOWN WOOD FLOOR AND COLS., TILE WALL AND WOOD TRUSSES ABOVE CONC. COLUMNS WOOD CEMENT FLOOR ON WOOD COLUMNS 8

WOOD TRUSSES 155'-0" ABOVE

WOOD LAMINATED WALL PARTITIONS CEMENT FLOOR COVERED WITH 30'-0" SLIDING FIRE TYP. ON WOOD CORRUGATED GAL DOORS TYP. IRON TYP. APPROX. 8" CONC. WALL ORDINARY LOW AND PILASTERS WATER LINE 9 (REF. SURVEY) CONC. SLAB FLOOR WAREHOUSE "B" WAREHOUSE "C" STEEL FRAMED ENDS HERE WOOD FLOOR AND COLS WOOD FLOOR AND CONVEYOR COLS., WOOD TRUSSES TRESTLE ABOVE ABOVE ROOF CONC. WALL

AND PILASTERS 30'-0" WOOD CONC. FLOOR ON

SLIDING WOOD 10 DOORS POSTS SUPPORT STEEL TOWER ABOVE ASPHALT FLOOR ON WOOD 30'-0"

400'-5" WOOD SLIDING DOORS 11

HARBOR LINE REF. SURVEY

WILLAMETTE RIVER

SHEET NOTES:

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

EXISTING CONDITIONS PLAN (MAIN FLOOR PLAN) 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. 1 (PLAN) 1/16"=1'-0" 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR (MAG.) 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.).

9. DEMOLITION SHALL BE CARRIED OUT IN ACCORDANCE WITH U.S. GREEN BUILDING COUNCIL EXISTING (USGBC) STANDARDS FOR WASTE MANAGEMENT. CONDTIONS PLAN

10. UNDER SEPARATE CONTRACT, OWNER TO INSTALL SITE LANDSCAPING IN ACCORDANCE (MAIN FLOOR PLAN) WITH CITY OF PORTLAND ZONING CODE SECTION 33.510.242, WITHIN 6 MONTHS OF WILLAMETTE RIVER SCALE COMPLETION OF DEMOLITION OPERATIONS. AS SHOWN 11. CONTRACTOR MUST SUBMIT AND MAINTAIN A SAFETY PLAN FOR ALL PERSONNEL WORKING SITE MAP ON THE SITE. PLAN MUST FOLLOW ALL APPLICABLE OSHA AND CITY OF PORTLAND STANDARDS. S101 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10

A B C D E F G H J K L M N P Q R S T U V W X Y 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"

NW NAITO PARKWAY DEMO CANOPY AND LOADING DOCK STRUCTURES

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 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 1 x x CONC. RETAINING WALL, TYP.

SHORE AS REQUIRED PRIOR TO x x x DEMOLISHING MAIN FLOOR

PHASE 1: STRUCTURE. EOR TO VISIT x x x SITE DURING DEMO TO CONFIRM

DEMOLISH AND SALVAGE ALL (E) CONDITIONS AND PROVIDE 30'-0" PERMANENT BRACING x x

x BUILDINGS EXCEPT FEED AND REQUIRMENTS WHERE

FLOUR MILL DOWN TO LOWER x REQUIRED. x x LEVEL SLAB ON GRADE. 2 x x

x ADD ALT. #1: MPU PADDOCK

ADD DEMOLITION AND PROVIDE TEMP STAIR x x x SALVAGE OF FEED AND FOR ACCESS TO MAIN PHASE 1: FLOOR FROM LOWER FLOUR MILLS FLOUR MILL x DEMOLISH PADDOCK x LEVEL AT FLOUR MILL (TO REMAIN) 30'-0"

BUILDING AND ASSOCIATED x FOUNDATIONS. x x x x 3 x x

x x x x APPROX. LOWER PHASE 1

FLOOR ELEV. + 20'-0" x 30'-0" x

x THRU-OUT

MAINTAIN UTILITY x x

x SERVICES TO

FLOUR MILL x x

x 4 x x x x x x x 30'-0"

x x x x x

x DEMO RAMP AND x

x STAIR STRUCTURE

x x x

w/ WAREHOUSE "E" x

x 5 x x

ASPHALT NOTE: x CONC. SLAB

x LOADING DO NOT DAMAGE ON GRADE

x x AREA STRUCTURE OF FEED OR

TO REMAIN x TO REMAIN FLOUR MILL DURING DEMO x HORSE CORRAL PORTLAND OR

x OF SURROUNDING

FEED MILL x BUILDINGS 30'-0"

x (TO REMAIN) NW NAITO PARKWAY x

APPROX. x

x LOWER LEVEL x x SLAB EDGE, x x TYP. 6

x x

x CONC. SEA WALL x BELOW x x x CONC. SLAB

x x x x x ON GRADE PROVIDE SITE

x TO REMAIN 30'-0" PERIMETER x FENCING TO CONC. SLAB ON SECURE SITE x GRADE FLOOR CONC. SEA x DOWN TO TO REMAIN WALL BELOW

WATER LINE x TO REMAIN CONC. FLOOR CONC. SLAB x 7 x x x x x x x x x STRUCTURE OVER ON GRADE TO REMAIN CONC. SEA WALL CENTENNIAL MILLS

COLUMNS/PILINGS x x BELOW TO REMAIN CONC. SLAB FLOOR x

x OVER CONC. COLUMNS MAINTAIN UTILITY 30'-0" x x SERVICES TO FEED MILL CONC. FLOOR STRUCTURE OVER x

x COLUMNS/PILINGS

x 8 x x x PHASE 2: x x CONC. SLAB FLOOR PHASE 2 DEMOLISH ALL STRUCTURE TO

OVER CONC. RIVERSIDE OF SEA WALL ABOVE APPROX. LOWER 30'-0" x x COLUMNS LEVEL DECK BANK/MUD LINE EDGE, TYP. x 9 x WOOD FLOOR x x 30'-0"

10 NOTE: LOWER LEVEL WOOD STRUCTURE IS IN POOR CONDITION. USE CAUTION DURING DEMO WORK TO PREVENT DEBRIS FROM FALLING INTO RIVER BELOW. 30'-0"

APPROX. LOWER LEVEL 11 DECK EDGE 2 TYP. AT WOOD CONSTRUCTION

WILLAMETTE RIVER

SHEET NOTES:

1. (N) INDICATES NEW CONSTRUCTION. ALL OTHER CONSTRUCTION SHOWN IS EXISTING ROOF DEMO PLAN (LOWER LEVEL PLAN) 2. ALL DIMENSIONS SHOWN ARE APPROXIMATE. 1 (PLAN) TIMBER COLUMNS, 1/16"=1'-0" 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TYP. (MAG.) 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.). MAIN FLOOR 5. REF. ALTA SURVEY DATED 12-29-08 BY WESTLAKE CONSULTANTS INC. FOR LOCATIONS AND REVISIONS DESCRIPTIONS OF EXISTING UTILITIES AND SITE CONDITIONS. IT IS THE CONTRACTOR'S CONC. SLAB ON TIMBER COLUMNS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO THE START OF GRADE FLOOR TYP. DEMOLITION. DATE TO REMAIN

LOWER LEVEL PHASE 1 DEMO. 6. THE CONTRACTOR MUST COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. DECEMBER 12, 2014 THE CONTRACTOR MUST NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS-DAY CONC. COLUMNS HOURS PRIOR TO EXCAVATING, BORING, OR POT HOLING. TYP. PHASE 2 CONCRETE NW NAITO PARKWAY PROJECT NUMBER DEMO. PHASE 2 DEMO. 7. PROVISIONS MUST BE MADE BY THE CONTRACTOR TO PROTECT UTILITIES DURING SEA WALL TO CONC. GRID DEMOLITION. CAP UTILITIES PER CITY AND UTILITY PROVIDER'S STANDARDS. REMAIN BEAMS, TYP. 212608.10 WATER 8. THE CONTRACTOR IS RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL MUD LINE FRONT PADDOCK EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH STATE AND FEDERAL PEARL CENTENNIAL MILLS REGULATIONS. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSTALLED, RIVER LEVEL INSPECTED, AND MAINTAINED PER THE EROSION PREVENTION AND SEDIMENT CONTROL PHASE 2 DEMO. VARIES CRESENT ELECTRIC PLANNING AND DESIGN MANUAL. SHEET TITLE SAND AND COBBLE STONE BEACH 9. DEMOLITION SHALL BE CARRIED OUT IN ACCORDANCE WITH U.S. GREEN BUILDING COUNCIL DEMO PLAN TIMBER PILING (USGBC) STANDARDS FOR WASTE MANAGEMENT. (LOWER LEVEL PLAN) TYP. APPROX. 400-500 PILES ARE 10. UNDER SEPARATE CONTRACT, OWNER TO INSTALL SITE LANDSCAPING IN ACCORDANCE EXPOSED ABOVE WITH CITY OF PORTLAND ZONING CODE SECTION 33.510.242, WITHIN 6 MONTHS OF WILLAMETTE RIVER SCALE MUDLINE AND ARE COMPLETION OF DEMOLITION OPERATIONS. TO BE REMOVED IN AS SHOWN PHASE 2 11. CONTRACTOR MUST SUBMIT AND MAINTAIN A SAFETY PLAN FOR ALL PERSONNEL WORKING PHASING SECTION AT WHARF SITE MAP ON THE SITE. PLAN MUST FOLLOW ALL APPLICABLE OSHA AND CITY OF PORTLAND STANDARDS. 2 1/16"=1'-0" S200 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10 PORTLAND OR NW NAITO PARKWAY CENTENNIAL MILLS

REVISIONS

DATE DECEMBER 12, 2014

PROJECT NUMBER 212608.10

SHEET TITLE EXISTING CONDTIONS PLAN

SCALE AS SHOWN C002 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10 PORTLAND OR NW NAITO PARKWAY CENTENNIAL MILLS

REVISIONS

DATE DECEMBER 12, 2014

PROJECT NUMBER 212608.10

SHEET TITLE SITE DEMOLITION PLAN

SCALE AS SHOWN

SCALE 1 INCH = 20 FEET C100 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10

3 4

6 PORTLAND OR NW NAITO PARKWAY CENTENNIAL MILLS

REVISIONS

DATE DECEMBER 12, 2014

PROJECT NUMBER 212608.10

SHEET TITLE EROSION CONTROL PLAN

SCALE AS SHOWN

SCALE 1 INCH = 20 FEET EC100 Consulting Engineers

111 SW 5th Avenue Suite 2500 Portland, Oregon 97204 503-227-3251 KPFF JOB NO. 212608.10

SECTION VIEW

LAYOUT AT SLAB DRAIN PLAN VIEW BAG DETAIL

SECTION 'A'

PLAN VIEW PORTLAND OR NW NAITO PARKWAY

FLOW LAYOUT AT CATCH BASIN LAYOUT AT AREA DRAIN

DETAIL FABRIC POST POCKET

A FRONT VIEW CENTENNIAL MILLS FLOW

PLAN

SECTION 'A' TURNED ENDS GEOTEXTILE END CONNECTIONS

SIDE VIEW

SECTION VIEW

REVISIONS

DATE DECEMBER 12, 2014

PROJECT NUMBER 212608.10

SHEET TITLE EROSION CONTROL DETAILS

SCALE AS SHOWN EC101