*790-54460% INTAKE SUBMITTAL----* 60% INTAKE SUBMITTAL City of Seattle *790-54460% INTAKE SUBMITTAL----* “ ” 60% INTAKE SUBMITTAL City of Seattle *----60% INTAKE SUBMITTAL----* 60% INTAKE SUBMITTAL City of Seattle LEGEND N SEE NOTE 3 TIMBER SEE NOTE 2, SEE NOTE 7 CONCRETE AND BRICK 100'-0" SEE NOTE 1 DEMO SITE PLAN - AREA A NOTES: 1. REMOVE EXTISTING TIMBER PIER INCLUDING RAILINGS, SURFACE IMPROVEMENTS, DECKING, FRAMING, STRINGERS, PILE CAPS, BRACING, AND PILES REQUIRED FOR ACCESS 2. REMOVE CONCRETE AND BRICK ELEMENTS INCLUDING NORTH PAVILION, STAIRS, WALKWAYS, SOUTH PAVILION, FRAMING, STRINGERS, PILE CAPS, BRACING AND PILES REQUIRED FOR ACCESS 3 SCL VAULT TO REMAIN, GANGWAY TO BE REINSTATED FROM PIER 59 SIDE. 4. SEE 1974 AS-BUILTS FOR REFERENCE ON EXTENT OF CONCRETE ELEMENTS 5. SEE SALVAGE PHOTOS FOR ITEMS TO BE SALVAGED 6. TOTAL AREA TO BE REMOVED IS 48,230 sf 7. DEMO PIER 58 UTILITIES TO SEAWALL. q DEMO SITE PLAN – KEY DEMO SITE PLAN - AREA B SEE NOTE 7 Install salvaged fenced to close out water's edge Salvage Donor Recognition Plate, typ of 1, see photo J Salvage cleat, typ of 2, see photo F SEE NOTE 3 Salvage Fitzgerald Fountain bronze elements only. Care and protection required, typ of 1, see photo I N 50'-0" SEE NOTE 2, NOTE 4 Salvage bike rack, typ of 1, see photo G Salvage Aquarium Sign, typ of 3, see photo D NOTES: 1. REMOVE EXTISTING TIMBER PIER INCLUDING RAILINGS, SURFACE IMPROVEMENTS, DECKING, FRAMING, STRINGERS, PILE CAPS, BRACING, AND PILES REQUIRED FOR ACCESS 2. REMOVE CONCRETE AND BRICK ELEMENTS INCLUDING NORTH PAVILION, STAIRS, WALKWAYS, SOUTH PAVILION, FRAMING, STRINGERS, PILE CAPS, BRACING AND PILES REQUIRED FOR ACCESS 3 SCL VAULT TO REMAIN, GANGWAY TO BE REINSTATED FROM PIER 59 SIDE. 4. SEE 1974 AS-BUILTS FOR REFERENCE ON EXTENT OF CONCRETE ELEMENTS 5. SEE SALVAGE PHOTOS FOR ITEMS TO BE SALVAGED LEGEND TIMBER DEMO SITE PLAN – AREA A CONCRETE AND BRICK Salvage Art, typ of 1, see photo L Salvage Historic Anchors, typ of 3, see photo A Salvage surface mounted picnic table, typ of 5, see photo H Salvage surface mounted railing, typ of 600 feet, see photo R. Reinstall to close gaps adjacent to water Salvage Telescope and Pedestal, typ of , see photo D Salvage Telescope Pedestal, typ of 3, see photo C SEE NOTE 1 Salvage planters, typ of 20, see photo K Salvage Ladder, see photo B LEGEND Salvage misc. chairs and tables, see photo Q and photo O TIMBER Salvage blue picnic tables, typ of 7, see photo M CONCRETE AND BRICK Salvage surface mounted railing, typ of 600 feet, see photo R. Reinstall to close gaps adjacent to water N Salvage large scaffold structure, typ of 1, see photo V Install fence to close off new water's edge 50'-0" Salvage Movement Joint Plate, typ of 450 feet, see photo T Salvage small scaffold structure, typ of 1, see photo U SEE NOTE 1q SEE NOTE 2, NOTE 4 Salvage cleat, typ of 2, see photo F Install salvaged fence to close off new water's edge DEMO SITE PLAN – AREA B NOTES: 1. REMOVE EXTISTING TIMBER PIER INCLUDING RAILINGS, SURFACE IMPROVEMENTS, DECKING, FRAMING, STRINGERS, PILE CAPS, BRACING, AND PILES REQUIRED FOR ACCESS 2. REMOVE CONCRETE AND BRICK ELEMENTS INCLUDING NORTH PAVILION, STAIRS, WALKWAYS, SOUTH PAVILION, FRAMING, STRINGERS, PILE CAPS, BRACING AND PILES REQUIRED FOR ACCESS 3 SCL VAULT TO REMAIN, GANGWAY TO BE REINSTATED FROM PIER 59 SIDE. 4. SEE 1974 AS-BUILTS FOR REFERENCE ON EXTENT OF CONCRETE ELEMENTS 5. SEE SALVAGE PHOTOS FOR ITEMS TO BE SALVAGED A – Historic Anchor, typ of 3 B – Ladder, typ of 1 C – Telescope Pedestal, typ of 3 D – Telescope & Pedestal Combo – Typ of 4 E – Aquarium Signage, typ of 3 F – Cleat, typ of 2 G – Bike Rack, typ of 1 H – Surface Mounted Picnic Table, typ o f 5 Demo Plan – Salvage Items (1 of 3) I – Fitzgerald Fountain, typ of 1. Bronze elements only, comprised of 4 separate bronze pieces. Care and protection required J – Donor Recognition Plate, typ of 1 K – Planter, typ of 20 L – Art “Waterfront Whimsea”, typ of 1 M – Blue Picnic Table, typ of 7 N – Garbage/Recycle Can – typ of 5 O – Misc. Tables, typ of approx. 20 P – Handrail – Typ of approx. 14 Demo Plan – Salvage Items (2 of 3) Q – Misc. Chairs, typ of approx 100 U – Scaffold Structure, small, typ of 1 Demo Plan – Salvage Items (3 of 3) R – Surface mounted railing, typ of approx. 600 feet S = Drinking Fountain, typ of 1 V – Scaffold Structure, large, typ f 1 T – Movement Joint Plate, type of approximately 450 feet LEGEND NOTES: >>>>CAUTION<<<< CALL BEFORE YOU DIG! NOTES TIMBER BEARING PILE (NO DATA) 1. H PILES #1 THRU #65 ARE HP10x42, #66 THRU #78 ARE HP10x157 SOURCE: 1973 RECORD DWGS 100% REMAINING CROSS SECTIONAL AREA NOT LESS THAN TWO OR MORE THAN TEN BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION OR DEMOLITION, SECURE THE SERVICES OF A COMMERCIAL UNDERGROUND UTILITIES LOCATOR SERVICE TO IDENTIFY BELOW-GROUND IMPROVEMENTS THAT MAY NOT BE INDICATED ON THE DRAWINGS. FOR IRRIGATION SYSTEMS, CALL SEATTLE PARKS PLUMBING SHOP (206 684 7070) 2. MONOTUBE PILES ARE 12"DIA x 7GA (0.179") SOURCE: 1973 RECORD DWGS 90% REMAINING CROSS SECTIONAL AREA 1. EXCERPT OF PILE PLAN FROM 2016 INSPECTION REPORT. NUMBER, TYPE, CONDITION AND LOCATION TO BE FIELD VERIFIED. 75% REMAINING CROSS SECTIONAL AREA >>800 424 5555<< 50% REMAINING CROSS SECTIONAL AREA 25% REMAINING CROSS SECTIONAL AREA 0% REMAINING CROSS SECTIONAL AREA LL STEEL H-PILE MM NN OO PP QQ 18 MONOTUBE PILE STEEL PIPE PILE 17 J BATTER PILE 16.1 16 16 15.5 See Photo A1, B1, C1 for photos of this area 15 14.5 14 See Photo G1, H1, I1 for photos of this area 13.5 13 12.5 BB DD EE GG JJ 15 KK 14.5 14 HH RR 13 SS FF TT 12 12 CC II X Y Z AA 12 UU VV WW 11 11 Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax 11 XX 10 10 9 10 9 8 9 8 7 YY 9 8 6 8 7.9 7.5 See Photo D1, E1 for photos of this area 7 7 6 7 6 6 6A F-6 5 5 5 4.5 F-5 F-7 4.5 4.3 4 3.5 F-4 3.5 4.7 4.9 4.4 4 4A 5.5 5 5A 2A 1 3 3 3A 5 2 10 15 P:\SEATTLE PARKS\Pier 58 Waterfront Park Study 2016\CAD\S1.dwg 15/12/16 - 2:58 P 10 9.5 1 29 39 27 14 18 5 10 13 30 35 2 19 1 A B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB PIER 58 CC 2016 TIMBER PILING CONDITION ASSESSMENT (WC1741) 24 X 36 SHEET SCALE: 1" = 20' 0 0 10 20 30 20 40 60 11 X 17 SHEET SCALE: 1" = 40' 40 80 MOB BDS 9-12-2016 OF N P16028.00 PLAN DATE SHEET 3 AS NOTED S1 LEGEND NOTES: >>>>CAUTION<<<< CALL BEFORE YOU DIG! NOTES TIMBER BEARING PILE (NO DATA) 1. H PILES #1 THRU #65 ARE HP10x42, #66 THRU #78 ARE HP10x157 SOURCE: 1973 RECORD DWGS 100% REMAINING CROSS SECTIONAL AREA NOT LESS THAN TWO OR MORE THAN TEN BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION OR DEMOLITION, SECURE THE SERVICES OF A COMMERCIAL UNDERGROUND UTILITIES LOCATOR SERVICE TO IDENTIFY BELOW-GROUND IMPROVEMENTS THAT MAY NOT BE INDICATED ON THE DRAWINGS. FOR IRRIGATION SYSTEMS, CALL SEATTLE PARKS PLUMBING SHOP (206 684 7070) 2. MONOTUBE PILES ARE 12"DIA x 7GA (0.179") SOURCE: 1973 RECORD DWGS 90% REMAINING CROSS SECTIONAL AREA 1. EXCERPT OF PILE PLAN FROM 2016 INSPECTION REPORT. NUMBER, TYPE, CONDITION AND LOCATION TO BE FIELD VERIFIED. 75% REMAINING CROSS SECTIONAL AREA >>800 424 5555<< 50% REMAINING CROSS SECTIONAL AREA 25% REMAINING CROSS SECTIONAL AREA 0% REMAINING CROSS SECTIONAL AREA STEEL H-PILE MONOTUBE PILE STEEL PIPE PILE BATTER PILE 8 Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax 8 7 7 6 See Photo D1, E1 for photos of this area 6 5 5 5 4.5 4.5 4 3.5 3.5 3 P:\SEATTLE PARKS\Pier 58 Waterfront Park Study 2016\CAD\S1.dwg 15/12/16 - 2:59 P 2 29 39 27 14 18 30 35 5 10 13 PIER 58 1 A B C D E F G H I J K L M N O P Q R S 2016 TIMBER PILING CONDITION ASSESSMENT (WC1741) T 24 X 36 SHEET SCALE: 1" = 10' 0 0 5 10 15 10 20 30 11 X 17 SHEET SCALE: 1" = 20' 20 40 MOB BDS 9-12-2016 OF N P16028.00 PLAN DATE SHEET 3 AS NOTED S1.1 LEGEND NOTES: >>>>CAUTION<<<< CALL BEFORE YOU DIG! NOTES TIMBER BEARING PILE (NO DATA) 1. H PILES #1 THRU #65 ARE HP10x42, #66 THRU #78 ARE HP10x157 SOURCE: 1973 RECORD DWGS 100% REMAINING CROSS SECTIONAL AREA NOT LESS THAN TWO OR MORE THAN TEN BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION OR DEMOLITION, SECURE THE SERVICES OF A COMMERCIAL UNDERGROUND UTILITIES LOCATOR SERVICE TO IDENTIFY BELOW-GROUND IMPROVEMENTS THAT MAY NOT BE INDICATED ON THE DRAWINGS. FOR IRRIGATION SYSTEMS, CALL SEATTLE PARKS PLUMBING SHOP (206 684 7070) 2. MONOTUBE PILES ARE 12"DIA x 7GA (0.179") SOURCE: 1973 RECORD DWGS 90% REMAINING CROSS SECTIONAL AREA 1. EXCERPT OF PILE PLAN FROM 2016 INSPECTION REPORT. NUMBER, TYPE, CONDITION AND LOCATION TO BE FIELD VERIFIED. 75% REMAINING CROSS SECTIONAL AREA >>800 424 5555<< 50% REMAINING CROSS SECTIONAL AREA 25% REMAINING CROSS SECTIONAL AREA 0% REMAINING CROSS SECTIONAL AREA STEEL H-PILE (NOTE 1) MONOTUBE PILE (NOTE 2) See Photo A1, B1, C1 for photos of this area See Photo G1, H1, I1 for photos of this area STEEL PIPE COL STEEL PIPE COL 8 Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax 8 7.9 7.5 7 7 6 6 6A 5.5 5 5A F-6 5 F-5 F-7 4.5 4.3 F-4 3.5 4.7 4.9 4.4 4 4A 2A 1 3 3A 5 10 P:\SEATTLE PARKS\Pier 58 Waterfront Park Study 2016\CAD\S1.dwg 15/12/16 - 3:05 P 15 2 19 1 5 PIER 58 S T U V W X Y Z AA BB 2016 TIMBER PILING CONDITION ASSESSMENT (WC1741) CC 24 X 36 SHEET SCALE: 1" = 10' 0 0 5 10 15 10 20 30 11 X 17 SHEET SCALE: 1" = 20' 20 40 MOB BDS 9-12-2016 OF N P16028.00 PLAN DATE SHEET 3 AS NOTED S1.2 LEGEND NOTES: >>>>CAUTION<<<< CALL BEFORE YOU DIG! NOTES TIMBER BEARING PILE (NO DATA) 1. H PILES #1 THRU #65 ARE HP10x42, #66 THRU #78 ARE HP10x157 SOURCE: 1973 RECORD DWGS 100% REMAINING CROSS SECTIONAL AREA NOT LESS THAN TWO OR MORE THAN TEN BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION OR DEMOLITION, SECURE THE SERVICES OF A COMMERCIAL UNDERGROUND UTILITIES LOCATOR SERVICE TO IDENTIFY BELOW-GROUND IMPROVEMENTS THAT MAY NOT BE INDICATED ON THE DRAWINGS. FOR IRRIGATION SYSTEMS, CALL SEATTLE PARKS PLUMBING SHOP (206 684 7070) 2. MONOTUBE PILES ARE 12"DIA x 7GA (0.179") SOURCE: 1973 RECORD DWGS 90% REMAINING CROSS SECTIONAL AREA 1. EXCERPT OF PILE PLAN FROM 2016 INSPECTION REPORT. NUMBER, TYPE, CONDITION AND LOCATION TO BE FIELD VERIFIED. 75% REMAINING CROSS SECTIONAL AREA >>800 424 5555<< 50% REMAINING CROSS SECTIONAL AREA LL MM NN OO PP QQ 25% REMAINING CROSS SECTIONAL AREA 0% REMAINING CROSS SECTIONAL AREA 18 STEEL H-PILE (NOTE 1) MONOTUBE PILE (NOTE 2) STEEL PIPE COL 17 STEEL PIPE COL 16.1 16 See Photo G1, H1, I1 for photos of this area II GG BB CC DD EE JJ 15 KK 14.5 14 HH RR 13 SS FF TT X Y Z Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax AA 12 UU VV WW 11 XX P:\SEATTLE PARKS\Pier 58 Waterfront Park Study 2016\CAD\S1.dwg 15/12/16 - 2:59 P 10 10 YY 9.5 9 9 PIER 58 8 2016 TIMBER PILING CONDITION ASSESSMENT (WC1741) 8 7.9 24 X 36 SHEET SCALE: 1" = 10' 0 0 5 10 15 10 20 30 11 X 17 SHEET SCALE: 1" = 20' 20 40 MOB BDS 9-12-2016 OF N P16028.00 PLAN DATE SHEET 3 AS NOTED S1.3 LEGEND NOTES: >>>>CAUTION<<<< CALL BEFORE YOU DIG! NOTES TIMBER BEARING PILE (NO DATA) 1. H PILES #1 THRU #65 ARE HP10x42, #66 THRU #78 ARE HP10x157 SOURCE: 1973 RECORD DWGS 100% REMAINING CROSS SECTIONAL AREA NOT LESS THAN TWO OR MORE THAN TEN BUSINESS DAYS PRIOR TO COMMENCING EXCAVATION OR DEMOLITION, SECURE THE SERVICES OF A COMMERCIAL UNDERGROUND UTILITIES LOCATOR SERVICE TO IDENTIFY BELOW-GROUND IMPROVEMENTS THAT MAY NOT BE INDICATED ON THE DRAWINGS. FOR IRRIGATION SYSTEMS, CALL SEATTLE PARKS PLUMBING SHOP (206 684 7070) 2. MONOTUBE PILES ARE 12"DIA x 7GA (0.179") SOURCE: 1973 RECORD DWGS 90% REMAINING CROSS SECTIONAL AREA 1. EXCERPT OF PILE PLAN FROM 2016 INSPECTION REPORT. NUMBER, TYPE, CONDITION AND LOCATION TO BE FIELD VERIFIED. 75% REMAINING CROSS SECTIONAL AREA >>800 424 5555<< 50% REMAINING CROSS SECTIONAL AREA 25% REMAINING CROSS SECTIONAL AREA 0% REMAINING CROSS SECTIONAL AREA STEEL H-PILE (NOTE 1) MONOTUBE PILE (NOTE 2) STEEL PIPE COL J STEEL PIPE COL Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax 16 15.5 15 14.5 14 13.5 13 12.5 12 12 11 11 P:\SEATTLE PARKS\Pier 58 Waterfront Park Study 2016\CAD\S1.dwg 15/12/16 - 3:00 P 10 10 9 9 PIER 58 8 2016 TIMBER PILING CONDITION ASSESSMENT (WC1741) 8 24 X 36 SHEET SCALE: 1" = 10' 0 0 5 10 15 10 20 30 11 X 17 SHEET SCALE: 1" = 20' 20 40 MOB BDS 9-12-2016 OF N P16028.00 PLAN DATE SHEET 3 AS NOTED S1.4 Concrete filled steel monotube pile 127 Concrete filled steel monotube pile 126 B1 - Monotube Pile 127 – Looking East towards seawall Concrete filled steel monotube pile 127 Concrete filled steel monotube pile 127 Steel H-Pile, typ A1 - Monotube 126 – Looking East towards seawall Demo Plan – Reference Photos (1 of 2) C1 - Monotube Pile 127 and 126 – Looking East towards seawall D1 – Underside of South Terrace (2011 photo) E1 – Underside of South Terrace (2011 photo) F1 – Monotube Steel Pile (2011 photo) G1 – Monotube North Terrace (2011 photo) H1 – Horseshoe Beam North Terrace (2011 photo) I11 – Monotube Piles North Terrace (20110 photo) Demo Plan – Reference Photos (2 of 2)