L:\Projects\75000\75200-75299\75271_AshGrove\75271.005 PT\CAD\Working\Sheets\Fender_Pile_Replacment\75271.005_PT_FENDER_PILE-COVER.dwg Kelly Clark 12/7/2018 11:03:55 AM PROJECT LOCATION OREGON SITE VICINITY MAP SCALE: NONE PROJECT LOCATION PORTLAND 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: NEAR/AT: PORTLAND, OREGON COUNTY: MULTNOMAH STATE: OR NWP-1997-114-3 Page 1 of 13 Enclosure 1
PROJECT LOCATION Scale 1" =2000' 0 1000 2000 4000 SOURCE: USGS PORTLAND, OR WA 7.5 MINUTE QUADRANGLE USGS TOPOGRAPHICAL MAP PAGE 2 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 2 of 13 Enclosure 1
S.E.1/4 S.W.1/4 SEC.21 T.1N. R.1E. W.M. MULTONOMAH COUNTY NORTH TERMINAL NORTH TERMINAL TAX LOT PAGE 3 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 3 of 13 Enclosure 1
N.E.1/4 SEC.28 T.1N. R.1E. W.M. MULTONOMAH COUNTY SOUTH TERMINAL SOUTH TERMINAL TAX LOT PAGE 4 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 4 of 13 Enclosure 1
PAVEMENT (TYP.) ACCESS ROAD RAIL CAR MOVER RAIL CAR LOAD OUT OFFICE GARAGE BAYS ORDINARY HIGH WATER LINE CENTRAL PIER BLOWER ROOM STEEL SILO STEEL SILO STEEL SILO BREASTING DOLPHIN (TYP.) HARBOR LINE BOUNDARY CAT WALK (TYP.) FENDER PILE SYSTEM (TYP.) Scale 1" = 100' 0 50 100 200 SITE PLAN NORTH TERMINAL PAGE 5 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 5 of 13 Enclosure 1
ACCESS ROAD LAB PAVEMENT (TYP.) SILO SILO SILO ORDINARY HIGH WATER LINE BREASTING DOLPHIN (TYP.) CAUSEWAY WALKWAY (TYP.) FENDER PILE SYSTEM (TYP.) Scale 1" = 40' 0 20 40 80 SITE PLAN SOUTH TERMINAL PAGE 6 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 6 of 13 Enclosure 1
(E) ANCHOR PLATES PRESERVE AND PROTECT (E) BUCKLING FENDER REMOVE AND DISPOSE (E) DOLPHIN TO REMAIN (E) ANCHOR BOLTS (N) BUCKLING FENDER (E) DOLPHIN (E) STEEL WALER REMOVE AND REFURBISH (E) CHAINS REMOVE AND REFURBISH REFURBISH AS REQ'D AND REUSE (E) ANCHOR PLATES AND CHAINS (PROVIDE 3" SLACK IN CHAIN PER ORIGINAL DESIGN DRAWING E-7790-22-201 JAN 12TH,1981) (E) WOOD PILES REMOVE AND DISPOSE (E) WOOD CHOCKS REMOVE AND DISPOSE (8) W12x50 GALVANIZED SUPPORT BEAMS 2 (N) UHMW-PE FENDER FACING PANEL EXISTING PILES AT DOLPHIN - TYPICAL SEE BAR SCALE NEW PILES AT DOLPHIN - TYPICAL SEE BAR SCALE 0" 3'-0" 6'-0" 9'-0" 1325 E 1ST AVENUE CAMAS, WA 98607 (360) 216-4086 SCALE: 3/16" = 1'-0" EXISTING & NEW PILES AT DOLPHIN LAYOUT PAGE 7 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 7 of 13 Enclosure 1
(E) BOLLARD 1325 E 1ST AVENUE CAMAS, WA 98607 (360) 216-4086 DOLPHIN SECTION PAGE 8 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 8 of 13 Enclosure 1 EL. 4.0' ± CENTER OF WALER (N)12"OD x 1/2" STEEL PILE, ASTM A252 GR. 3 SAND COVER CONTINUES TOP OF PILE EL. 25.5'± MID-DEPTH WALER EL. 8.0' ± CENTER OF WALER MUDLINE EL. -27.0' ± PILE TIP EL. -90.5'± 6'-0"± PILE SPLICE (TYPICAL) SAND COVER 15'-0" DOLPHIN PILE SECTION SEE BAR SCALE (E) MUDLINE (E) DOLPHIN EL. 27.0'± ORDINARY HIGH WATER EL. 16.6' (E) PILE (TYPICAL) 0" 4'-0" 8'-0" 16'-0" SCALE: 1/8" = 1'-0"
(E) PIER TO REMAIN (E) ANCHOR PLATES PRESERVE AND PROTECT 2'-6" (E) WOOD PILES REMOVE AND DISPOSE (E) WOOD CHOCKS REMOVE AND DISPOSE (E) DOCK BUMPER REMOVE AND DISPOSE EXISTING PILES AT PIER SEE BAR SCALE (E) PIER TO REMAIN (E) ANCHOR PLATES PRESERVE AND PROTECT (N) DOCK BUMPER (TYPICAL) (N) PILES (N) CHOCKS 4 (N) W12x50 WALER (N) UHMW-PE FENDER FACING PANEL (TYPICAL) 7'-6"± (TYP.) 7'-6"± (TYP.) 2'-9"± (FIELD VERIFY) 1325 E 1ST AVENUE CAMAS, WA 98607 (360) 216-4086 NEW PILES AT PIER SEE BAR SCALE 0" 8'-0" 16'-0" 32'-0" SCALE: 3/32" = 1'-0" EXISTING & NEW PILES AT PIER PAGE 9 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 9 of 13 Enclosure 1
1325 E 1ST AVENUE CAMAS, WA 98607 (360) 216-4086 PIER PILE SECTION PAGE 10 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 10 of 13 Enclosure 1 MID-DEPTH WALER EL. 8.0' ± CENTER OF WALER EL. 4.0' ± CENTER OF WALER (N)12"OD x 1/2" STEEL PILE, ASTM A252 GR. 3 SAND COVER CONTINUES TOP OF PILE EL. 25.5'± MUDLINE EL. -26.75' ± 2'-6"± PILE SPLICE (TYPICAL) SAND COVER PILE TIP EL. -90.5'± 15'-0" PIER PILE SECTION SEE BAR SCALE (E) PIER EL. 28.0' ± ORDINARY HIGH WATER EL. 16.6' (E) PILE (TYPICAL) (E) MUDLINE 0" 4'-0" 8'-0" 16'-0" SCALE: 1/8" = 1'-0"
NORTH TERMINAL ORDINARY HIGH WATER LINE CENTRAL PIER BLOWER ROOM STEEL SILO STEEL SILO STEEL SILO BREASTING DOLPHIN (TYP.) HARBOR LINE BOUNDARY 15' (TYP.) FENDER PILE SYSTEM (TYP.) SAND COVER (TYP.) CAT WALK (TYP.) Scale 1" = 100' 0 50 100 SOUTH TERMINAL BREASTING DOLPHIN (TYP.) CAUSEWAY SAND COVER (TYP.) 15' (TYP.) WALKWAY (TYP.) FENDER PILE SYSTEM (TYP.) 0 Scale 1" = 40' 20 40 SAND COVER PLACEMENT PAGE 11 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 11 of 13 Enclosure 1
L:\Projects\75000\75200-75299\75271_AshGrove\75271.005 PT\CAD\Working\Sheets\Fender_Pile_Replacment\75271.005_PT_FENDER_AERIALS.dwg Kelly Clark 12/7/2018 11:28:57 AM Scale 1" =75' 0 37.5 75 150 CENTRAL PIER BREASTING DOLPHIN (TYP.) WALKWAY (TYP.) PIER FENDER FENDER PILE SYSTEMS (TYP.) NORTH TERMINAL AERIAL PHOTOGRAPH PAGE 12 OF 13 DATE: 12/07/2018 NWP-1997-114-3 Page 12 of 13 Enclosure 1
L:\Projects\75000\75200-75299\75271_AshGrove\75271.005 PT\CAD\Working\Sheets\Fender_Pile_Replacment\75271.005_PT_FENDER_AERIALS.dwg Kelly Clark 12/7/2018 11:30:36 AM BREASTING DOLPHIN (TYP.) CAUSEWAY WALKWAY (TYP.) FENDER PILE SYSTEMS (TYP.) SOUTH TERMINAL AERIAL PHOTOGRAPH PAGE 13 OF 13 DATE: 12/07/2018 Scale 1" = 50' 0 25 50 100 NWP-1997-114-3 Page 13 of 13 Enclosure 1