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Centennial Mills Demolition

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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 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.). 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.
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