W9127N-16-R-0002_Drawing_1.pdf

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PORTLAND DISTRICT

REVISION FILE SHEET DRAWING

MARK NAME ID TITLE

GENERAL

DDN1.105_GI001 GI001 DRAWING INDEX

DDN1.105_G-001 G-001 PROJECT SITE MAP, DISTRICT BOUNDARY, LOCAL VICINITY, AND PROJECT PHOTO

DDN1.105_G-002 G-002 STAGING AND POSSIBLE CRANE LOCATION AREAS

DDN1.105_G-003 G-003 GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

DDN1.105_G-004 G-004 PROJECT SURVEY CONTROL DATA

STRUCTURAL

DDN1.105_SG001 S-001 UPSTREAM GATE STRUCTURAL GENERAL NOTES

DDN1.105_SD001 SD001 UPSTREAM GATE DEMOLITION KEY PLAN AND NOTES

DDN1.105_SD101 SD101 UPSTREAM GATE DEMOLITION - NORTH LOCK WALL

DDN1.105_SD102 SD102 UPSTREAM GATE DEMOLITION - SOUTH LOCK WALL

DDN1.105_SD301 SD301 UPSTREAM GATE MISC DEMOLITION

DDN1.105_SF001 SF001 UPSTREAM GATE INSTALLATION KEY PLAN

DDN1.105_SF002 SF002 UPSTREAM GATE NAVIGATION LOCK LOCATION AND CROSS SECTIONAL VIEW

DDN1.105_SF003 SF003 UPSTREAM GATE DIMENSIONAL CONTROL TOLERANCES

DDN1.105_SF201 SF201 UPSTREAM GATE CONCRETE INSTALLATION - NORTH LOCK WALL

DDN1.105_SF202 SF202 UPSTREAM GATE CONCRETE INSTALLATION - SOUTH LOCK WALL

DDN1.105_SF203 SF203 UPSTREAM GATE CONCRETE INSTALLATION - YOKE AND BOTTOM SEAL

DDN1.105_SF204 SF204 UPSTREAM GATE CONCRETE INSTALLATION - BEARING BLOCK

DDN1.105_SF301 SF301 UPSTREAM GATE CONCRETE INSTALLATION - NORTH LOCK WALL SECTION VIEWS

DDN1.105_SF302 SF302 UPSTREAM GATE CONCRETE INSTALLATION - NORTH LOCK WALL SECTION VIEWS II

DDN1.105_SF303 SF303 UPSTREAM GATE CONCRETE INSTALLATION - SOUTH LOCK WALL SECTION VIEWS

DDN1.105_SF304 SF304 UPSTREAM GATE CONCRETE INSTALLATION - SOUTH LOCK WALL SECTION VIEWS II

DDN1.105_SF305 SF305 UPSTREAM GATE CONCRETE INSTALLATION - MACHINERY PAD

DDN1.105_SG001 SG001 UPSTREAM GATE FRACTURE CONTROL PLAN

DDN1.105_SG201 SG201 UPSTREAM GATE GEOMETRY AND DIMENSIONS

DDN1.105_SG202 SG202 UPSTREAM GATE ELEVATION AND PLAN VIEWS

DDN1.105_SG301 SG301 UPSTREAM GATE GENERAL SECTION VIEWS

DDN1.105_SG302 SG302 UPSTREAM GATE SKIN PLATE AND GIRDERS ELEVATION AND SECTION VIEWS

DDN1.105_SG303 SG303 UPSTREAM GATE END FRAME ASSEMBLY

DDN1.105_SG304 SG304 UPSTREAM GATE LIFTING LUG AND INTERCOSTALS SECTION VIEWS

DDN1.105_SG501 SG501 UPSTREAM GATE DIAPHRAGM PLATES

DDN1.105_SG502 SG502 UPSTREAM GATE GIRDER DOWNSTREAM DIAGONALS AND LIFTING LUG ASSEMBLY

DDN1.105_SG503 SG503 UPSTREAM GATE SKIN PLATE VERTICAL RIBS AND INTERCOSTALS

DDN1.105_SG504 SG504 UPSTREAM GATE END FRAME STRUTS

DDN1.105_SG505 SG505 UPSTREAM GATE TRUNNION HUB ASSEMBLY

DDN1.105_SG506 SG506 UPSTREAM GATE TRUNNION YOKE

DDN1.105_SG507 SG507 UPSTREAM GATE SIDE SEAL ASSEMBLY

DDN1.105_SG508 SG508 UPSTREAM GATE BOTTOM SEAL ASSEMBLY

DDN1.105_SG509 SG509 UPSTREAM GATE MISC DETAILS

MECHANICAL

DDN1.105_M-001 M-001 MECHANICAL GENERAL NOTES

DDN1.105_MC101 MC101 NAVIGATION LOCK CONTROLS FILL VALVE MACHINERY INSTALLATION

DDN1.105_MC102 MC102 NAVIGATION LOCK CONTROLS DRAIN VALVE MACHINERY INSTALLATION

DDN1.105_MC601 MC601 NAVIGATION LOCK CONTROLS HYDRAULIC SCHEMATIC

DDN1.105_MD101 MD101 NAVIGATION LOCK CONTROLS DEMOLITION

DDN1.105_MD102 MD102 UPSTREAM GATE MECHANICAL EQUIPMENT DEMOLITION

DDN1.105_MD103 MD103 DOWNSTREAM MITER GATE CONTROLS REPLACEMENT DEMOLITION

DDN1.105_MG101 MG101 UPSTREAM GATE MECHANICAL EQUIPMENT GENERAL LAYOUT

DDN1.105_MG102 MG102 UPSTREAM GATE HOIST EQUIPMENT ASSEMBLY ISOMETRIC

DDN1.105_MG103 MG103 UPSTREAM GATE HOIST EQUIPMENT ASSEMBLY EXPLODE

DDN1.105_MG104 MG104 UPSTREAM GATE HOIST EQUIPMENT BASIS OF DESIGN DATA

DDN1.105_MG501 MG501 UPSTREAM GATE HOIST EQUIPMENT VIEWS

DDN1.105_MG502 MG502 UPSTREAM GATE HOIST DRUM EXPLODED ISOMETRIC AND SECTION

DDN1.105_MG503 MG503 UPSTREAM GATE HOIST DRUM SHAFT

DDN1.105_MG504 MG504 UPSTREAM GATE HOIST DRUM END PLATES

DDN1.105_MG505 MG505 UPSTREAM GATE HOIST DRUM SEPARATOR AND WRAP PLATE

DDN1.105_MG506 MG506 UPSTREAM GATE HOIST DRUM COMPONENTS

DDN1.105_MG520 MG520 UPSTREAM GATE HOIST EQUIPMENT MACHINERY BASE ISOMETRIC

DDN1.105_MG521 MG521 UPSTREAM GATE HOIST EQUIPMENT MACHINERY BASE VIEWS

DDN1.105_MG522 MG522 UPSTREAM GATE HOIST EQUIPMENT MACHINERY BASE DETAILS 1

DDN1.105_MG523 MG523 UPSTREAM GATE HOIST EQUIPMENT MACHINERY BASE DETAILS 2

DDN1.105_MG540 MG540 UPSTREAM GATE CONNECTION ASSEMBLY ISOMETRIC VIEWS

DDN1.105_MG541 MG541 UPSTREAM GATE CONNECTION COMPONENTS 1

DDN1.105_MG542 MG542 UPSTREAM GATE CONNECTION COMPONENTS 2

DDN1.105_MG560 MG560 UPSTREAM GATE TRUNNION BEARING ASSEMBLY VIEWS

DDN1.105_MG561 MG561 UPSTREAM GATE TRUNNION BEARING COMPONENTS

DDN1.105_MG580 MG580 UPSTREAM GATE GATE ROLLER ASSEMBLY

DDN1.105_MG581 MG581 UPSTREAM GATE GATE ROLLER COMPONENTS

DDN1.105_MG590 MG590 UPSTREAM GATE POSITION INDICATION DETAILS

DDN1.105_MG591 MG591 UPSTREAM GATE STAFF GAUGE ASSEMBLY

DDN1.105_MG592 MG592 UPSTREAM GATE STAFF GAUGE DETAILS

DDN1.105_MG593 MG593 UPSTREAM GATE STAFF GAUGE DETAILS 2

DDN1.105_MM101 MM101 DOWNSTREAM GATE MACHINERY ROOM PLAN

DDN1.105_MM501 MM501 DOWNSTREAM GATE MOTOR MOUNT DETAILS

DDN1.105_MM502 MM502 DOWNSTREAM GATE LIMIT SWITCH MOUNTING DETAILS

DDN1.105_MM503 MM503 DOWNSTREAM GATE ENCODER MOUNTING DETAILS

DDN1.105_MM504 MM504 DOWNSTREAM GATE OPERATING ARM LIMIT SWITCH MOUNTING DETAIL

ELECTRICAL

DDN1.105_E-001XXX E-001 LEGEND SHEET

DDN1.105_ED101XXX ED101 NAVLOCK DEMOLITION SITE PLAN

DDN1.105_ED301XXX ED301 CABLE ROUTING DEMOLITION PLAN

DDN1.105_ED401XXX ED401 MITER GATE MACHINE ROOMS DEMOLITION

DDN1.105_ED402XXX ED402 TAINTER GATE MACHINE ROOMS DEMOLITION

DDN1.105_ED403XXX ED403 VALVE V1 & PUMP P1 MACHINE ROOM DEMOLITION

DDN1.105_ED404XXX ED404 VALVE V2 & PUMP P2 MACHINE ROOM DEMOLITION

DDN1.105_ED405XXX ED405 INTAKE TAINTER VALVES MACHINE ROOM DEMOLITION

DDN1.105_ED406XXX ED406 LOCKSTAND DEMOLITION PLAN

DDN1.105_ED407XXX ED407 ELECTRICAL ROOM DEMOLITION PLAN

DDN1.105_ED601XXX ED601 DEMOLITION ONE-LINE DIAGRAM

DDN1.105_ED602XXX ED602 WATER LEVEL SENSING DEMOLITION

DDN1.105_ED603XXX ED603 LS1 WIRING DEMOLITION

DDN1.105_ED604XXX ED604 LS2 WIRING DEMOLITION

DDN1.105_E-101XXX E-101 ELECTRICAL INSTALLATION SITE PLAN

DDN1.105_E-102XXX E-102 NAVLOCK WEST ELECTRICAL PLAN

DDN1.105_E-103XXX E-103 NAVLOCK EAST ELECTRICAL PLAN

DDN1.105_E-301XXX E-301 NORTH GALLERY CABLE TRAY SECTIONS

DDN1.105_E-302XXX E-302 SOUTH GALLERY CABLE TRAY SECTIONS

DDN1.105_E-303XXX E-303 CABLE ROUTING PLAN

DDN1.105_E-401XXX E-401 MITER GATE MACHINE ROOMS ELECTRICAL PLAN

DDN1.105_E-402XXX E-402 TAINTER GATE MACHINE ROOMS ELECTRICAL PLAN

DDN1.105_E-403XXX E-403 VALVE V1 & PUMP P1 MACHINE ROOM ELECTRICAL PLAN

DDN1.105_E-404XXX E-404 VALVE V2 & PUMP P2 MACHINE ROOM ELECTRICAL PLAN

DDN1.105_E-405XXX E-405 INTAKE TAINTER VALVES MACHINE ROOM ELECTRICAL PLAN

DDN1.105_E-406XXX E-406 CROSSOVER GALLERY ELECTRICAL PLAN

DDN1.105_E-407XXX E-407 GEAR ROOM & NON-OVERFLOW GALLERY ELECTRICAL PLAN

DDN1.105_E-408XXX E-408 ELECTRICAL ROOM EQUIPMENT PLAN

REVISION FILE SHEET DRAWING

MARK NAME ID TITLE

ELECTRICAL

DDN1.105_E-409XXX E-409 CONTROL BUILDING MAIN FLOOR POWER AND LIGHTING PLAN

DDN1.105_E-410XXX E-410 CONTROL BUILDING BASEMENT POWER AND LIGHTING PLAN

DDN1.105_E-411XXX E-411 LOCKSTAND GALLERIES

DDN1.105_E-412XXX E-412 LOCKSTAND ELECTRICAL PLANS

DDN1.105_E-413XXX E-413 NAVLOCK WEST BRIDGE ELECTRICAL PLAN

DDN1.105_E-414XXX E-414 NORTH GUIDE WALL ENDS ELECTRICAL PLAN

DDN1.105_E-501XXX E-501 ELECTRICAL DETAILS

DDN1.105_E-502XXX E-502 POINT IO WIRING DETAILS

DDN1.105_E-503XXX E-503 WATER LEVEL STILLWELL AND SENSOR MOUNTING DETAILS

DDN1.105_E-601XXX E-601 VALVE 1 SCHEMATIC

DDN1.105_E-602XXX E-602 VALVE 1 POWER SCHEMATIC

DDN1.105_E-603XXX E-603 VALVE 1 WIRING DIAGRAM

DDN1.105_E-604XXX E-604 RIO1 PLC WIRING

DDN1.105_E-605XXX E-605 RIO1 ENCLOSURE CONTROLS WIRING AND LAYOUT DETAIL

DDN1.105_E-606XXX E-606 RIO1 ENCLOSURE LAYOUT

DDN1.105_E-607XXX E-607 VALVE 2 SCHEMATIC

DDN1.105_E-608XXX E-608 VALVE 2 POWER SCHEMATIC

DDN1.105_E-609XXX E-609 VALVE 2 WIRING DIAGRAM

DDN1.105_E-610XXX E-610 RIO2 PLC WIRING

DDN1.105_E-611XXX E-611 RIO2 ENCLOSURE CONTROLS WIRING AND LAYOUT DETAIL

DDN1.105_E-612XXX E-612 RIO2 ENCLOSURE LAYOUT

DDN1.105_E-614XXX E-614 VALVE 3 SCHEMATIC

DDN1.105_E-615XXX E-615 VALVE 4 SCHEMATIC

DDN1.105_E-616XXX E-616 RIO3 POWER SCHEMATIC

DDN1.105_E-617XXX E-617 VALVE 3 AND 4 SOLENOID SCHEMATICS

DDN1.105_E-618XXX E-618 RIO3 WIRING, 1 OF 2

DDN1.105_E-619XXX E-619 RIO3 WIRING, 2 OF 2

DDN1.105_E-620XXX E-620 RIO3 ENCLOSURE CONTROLS WIRING AND LAYOUT DETAIL

DDN1.105_E-621XXX E-621 RIO3 PLC WIRING, 1 OF 2

DDN1.105_E-622XXX E-622 RIO3 PLC WIRING, 2 OF 2

DDN1.105_E-623XXX E-623 FILL VALVES IO ENCLOSURE

DDN1.105_E-630XXX E-630 AUTO CONTROL NETWORK DIAGRAM

DDN1.105_E-631XXX E-631 GATE POSITIONING DIAGRAM

DDN1.105_E-632XXX E-632 WATER LEVEL SYSTEM INSTALLATION

DDN1.105_E-640XXX E-640 CC1 SCHEMATIC, 1 OF 2

DDN1.105_E-641XXX E-641 CC1 SCHEMATIC, 2 OF 2

DDN1.105_E-642XXX E-642 CC1 WIRING DIAGRAM, 1 OF 2

DDN1.105_E-643XXX E-643 CC1 WIRING DIAGRAM, 2 OF 2

DDN1.105_E-644XXX E-644 CC1 PLC WIRING

DDN1.105_E-645XXX E-645 CC1 DOWNSTREAM LOCKSTAND IO ENCLOSURE

DDN1.105_E-650XXX E-650 CC2 SCEHMATIC, 1 OF 2

DDN1.105_E-651XXX E-651 CC2 SCHEMATIC, 2 OF 2

DDN1.105_E-652XXX E-652 CC2 WIRING DIAGRAM, 1 OF 2

DDN1.105_E-653XXX E-653 CC2 WIRING DIAGRAM, 2 OF 2

DDN1.105_E-654XXX E-654 CC2 PLC WIRING

DDN1.105_E-655XXX E-655 CC2 UPSTREAM LOCKSTAND IO ENCLOSURE

DDN1.105_E-656XXX E-656 LS-1 LAYOUT

DDN1.105_E-657XXX E-657 LS-1 SCHEMATIC

DDN1.105_E-658XXX E-658 LS-1 WIRING DIAGRAM, 1 OF 2

DDN1.105_E-659XXX E-659 LS-1 WIRING DIAGRAM, 2 OF 2

DDN1.105_E-660XXX E-660 LS-2 LAYOUT

DDN1.105_E-661XXX E-661 LS-2 SCHEMATIC

DDN1.105_E-662XXX E-662 LS-2 WIRING DIAGRAM, 1 OF 2

DDN1.105_E-663XXX E-663 LS-2 WIRING DIAGRAM, 2 OF 2

DDN1.105_E-664XXX E-664 SMALL CRAFT INTERCOM WIRING

DDN1.105_E-665XXX E-665 480VAC AND 240/120VAC CABLE SCHEDULE

DDN1.105_E-666XXX E-666 CONTROL CABLE SCHEDULE, 1 OF 2

DDN1.105_E-667XXX E-667 CONTROL CABLE SCHEDULE, 2 OF 2

DDN1.105_E-668XXX E-668 CONTROL AND POWER CONDUIT SCHEDULE, 1 OF 3

DDN1.105_E-669XXX E-669 CONTROL AND POWER CONDUIT SCHEDULE, 2 OF 3

DDN1.105_E-670XXX E-670 CONTROL AND POWER CONDUIT SCHEDULE, 3 OF 3

DDN1.105_EG610XXX EG610 LG3N SCHEMATIC, 1 OF 2

DDN1.105_EG611XXX EG611 LG3N SCHEMATIC, 2 OF 2

DDN1.105_EG612XXX EG612 LG3N WIRING DIAGRAM, 1 OF 3

DDN1.105_EG613XXX EG613 LG3N WIRING DIAGRAM, 2 OF 3

DDN1.105_EG614XXX EG614 LG3N WIRING DIAGRAM, 3 OF 3

DDN1.105_EG615XXX EG615 LCQ3N - GATE 3 NORTH VFD ENCLOSURE LAYOUT

DDN1.105_EG616XXX EG616 LG3N - GATE 3 NORTH IO ENCLOSURE LAYOUT

DNN1.105_EG617XXX EG617 LCQ3N WIRING DIAGRAM

DDN1.105_EG618XXX EG618 LG3ND VFD REMOTE IO WIRING DIAGRAM

DDN1.105_EG620XXX EG620 LG3S SCHEMATIC, 1 OF 2

DDN1.105_EG621XXX EG621 LG3S SCHEMATIC, 2 OF 2

DDN1.105_EG622XXX EG622 LG3S WIRING DIAGRAM, 1 OF 3

DDN1.105_EG623XXX EG623 LG3S WIRING DIAGRAM, 2 OF 3

DDN1.105_EG624XXX EG624 LG3S WIRING DIAGRAM, 3 OF 3

DDN1.105_EG625XXX EG625 LCQ3S- GATE 3 SOUTH VFD ENCLOSURE LAYOUT

DDN1.105_EG626XXX EG626 LG3S - GATE 3 SOUTH IO ENCLOSURE LAYOUT

DDN1.105_EG627XXX EG627 GATE 3 ENCLOSURES NAMES AND LEGEND PLATES

DDN1.105_EG628XXX EG628 LCQ3S WIRING DIAGRAM

DDN1.105_EG629XXX EG629 LG3SD VFD REMOTE IO WIRING DIAGRAM

DDN1.105_EG630XXX EG630 GATE 3 ERDC INSTRUMENTATION BILL OF MATERIALS

DDN1.105_EH610XXX EH610 LG1N SCHEMATIC, 1 OF 2

DDN1.105_EH611XXX EH611 LG1N SCHEMATIC, 2 OF 2

DDN1.105_EH612XXX EH612 LG1N WIRING DIAGRAM, 1 OF 3

DDN1.105_EH613XXX EH613 LG1N WIRING DIAGRAM, 2 OF 3

DDN1.105_EH614XXX EH614 LG1N WIRING DIAGRAM, 3 OF 3

DDN1.105_EH615XXX EH615 LCQ1N - GATE 1 VFD ENCLOSURE LAYOUT

DDN1.105_EH616XXX EH616 LG1N - GATE 1 IO ENCLOSURE LAYOUT

DDN1.105_EH617XXX EH617 MITER GATES ENCLOSURES NAMES AND LEGEND PLATES

DDN1.105_EH618XXX EH618 LCQ1N WIRING DIAGRAM

DDN1.105_EH619XXX EH619 LG1ND VFD REMOTE IO WIRING DIAGRAM

DDN1.105_EH620XXX EH620 LG2S SCHEMATIC, 1 OF 2

DDN1.105_EH621XXX EH621 LG2S SCHEMATIC, 2 OF 2

DDN1.105_EH622XXX EH622 LG2S WIRING DIAGRAM, 1 OF 3

DDN1.105_EH623XXX EH623 LG2S WIRING DIAGRAM, 2 OF 3

DDN1.105_EH624XXX EH624 LG2S WIRING DIAGRAM, 3 OF 3

DDN1.105_EH625XXX EH625 LCQ2S - GATE 2 VFD ENCLOSURE LAYOUT

DDN1.105_EH626XXX EH626 LG2S - GATE 2 IO ENCLOSURE LAYOUT

DDN1.105_EH628XXX EH628 LCQ2S WIRING DIAGRAM

DDN1.105_EH629XXX EH629 LG2SD VFD REMOTE IO WIRING DIAGRAM

DDN1.105_EL301XXX EL301 ELECTRICAL ROOM SECTIONS, 1 OF 2

DDN1.105_EL302XXX EL302 ELECTRICAL ROOM SECTIONS, 2 OF 2

DDN1.105_EL303XXX EL303 ELECTRICAL ROOM CABLE TRAY SECTIONS

DDN1.105_EL501XXX EL501 ELECTRICAL ROOM BLOCK-OUT JUNCTION BOX DETAILS

DDN1.105_EL502XXX EL502 EMBEDDED CABLE TRANSITION JUNCTION BOX DETAILS

DDN1.105_EL601XXX EL601 ONE-LINE DIAGRAM

DDN1.105_EL614XXX EL614 CONDUIT AND GOVERNMENT FURNISHED 480V CABLE SCHEDULE

DDN1.105_EL615XXX EL615 CONDUIT AND GOVERNMENT FURNISHED 240/120V CABLE SCHEDULE

DDN1.105_EL616XXX EL616 PANEL SCHEDULES

DDN1.105_EL620XXX EL620 LCQIO PCL WIRING, 1 OF 2

DDN1.105_EL621XXX EL621 LCQIO PCL WIRING, 2 OF 2

DDN1.105_EL622XXX EL622 LCQIO PANEL LAYOUT

DOWNSTREAM GATE

FILE SHEET DRAWING

NAME ID TITLE

DDN1.105_SH001 SH001 DOWNSTREAM GATE GUDGEON ANCHORAGE PLAN - NORTH

DDN1.105_SH002 SH002 DOWNSTREAM GATE GUDGEON ANCHORAGE PLAN - SOUTH

DDN1.105_SH003 SH003 DOWNSTREAM GATE ANCHOR DETAILS

DDN1.105_SH004 SH004 DOWNSTREAM GATE FULCRUM DETAILS

DDN1.105_SH005 SH005 DOWNSTREAM GATE GATE DIAGONALS PRESTRESSING

DDN1.105_SH006 SH006 DOWNSTREAM GATE GRATING DETAILS

DDN1.105_SH100 SH100 DOWNSTREAM GATE MISC DETAILS

DDN1.105_MH001 MH001 DOWNSTREAM GATE GUDGEON ANCHORAGE AND NOTES LAYOUT

DDN1.105_MH002 MH002 DOWNSTREAM GATE GUDGEON ANCHORAGE ARRANGEMENT AND PARTS LIST

DDN1.105_MH003 MH003 DOWNSTREAM GATE GUDGEON ANCHORAGE LINKAGE MOVEMENT

DDN1.105_MH004 MH004 DOWNSTREAM GATE GUDGEON ANCHORAGE COMPONENTS I

DDN1.105_MH005 MH005 DOWNSTREAM GATE GUDGEON ANCHORAGE COMPONENTS II

DDN1.105_MH006 MH006 DOWNSTREAM GATE GUDGEON ANCHORAGE COMPONENTS III

DDN1.105_MH007 MH007 DOWNSTREAM GATE WALL AND MITER GATE QUOIN BLOCKS

DDN1.105_MH008 MH008 DOWNSTREAM GATE LOWER GATE SEAL AND MITER BULB SEAL

DDN1.105_CP001 CP001 DOWNSTREAM GATE CATHODIC PROTECTION SYSTEM UPSTREAM

DDN1.105_CP002 CP002 DOWNSTREAM GATE CATHODIC PROTECTION SYSTEM DOWNSTREAM

DDN1.105_CP003 CP003 DOWNSTREAM GATE CATHODIC PROTECTION SYSTEM DETAILS

DDN1.105_CP004 CP004 DOWNSTREAM GATE CATHODIC PROTECTION SYSTEM DETAILS

DDN1.105_CP005 CP005 DOWNSTREAM GATE CATHODIC PROTECTION SYSTEM DETAILS

INFORMATIONAL AS-BUILT CODE

DDG-0-4 LOCATION MAP 5

DDN-1-4-1/1 GENERAL MASONRY PLAN 5

DDN-1-4-2/20 MONOLITH 43 5

DDN-1-4-2/21 MONOLITH 44 5

DDN-1-4-2/22 MONOLITH 45 5

DDN-1-4-2/23 MONOLITH 46 5

DDN-1-4-2/24 MONOLITH 47 5

DDN-1-4-2/31 UPPER SILL BLOCK

DDN-1-4-2/32 LOWER SILL BLOCK

DDN-1-4-2/33 DRAINAGE PLAN GALLERIES & ROOMS

DDN-1-4-2/34 DRAINAGE AND ANCHORAGE LOCK CHAMBER WALLS 5

DDN-1-4-2/35 WATER STOPS

DDN-1-4-7/14 UPPER GATE DIMENSIONS AND LAYOUT 1

DDN-1-4-7/15 UPPER GATE PLAN AND ELEVATIONS 1

DDN-1-4-7/16 UPPER GATE TRUSSES 1

DDN-1-4-7/17 UPPER GATE SKIN PLATE 1

DDN-1-4-7/18 UPPER GATE TRUNNION BEARING & TRUSS DETAILS 1

DDN-1-4-7/19 UPPER GATE SEAL ANGLE & FIXED BOTTOM SEAL 1

DDN-1-4-7/20 UPPER GATE FIXED SIDE SEAL 5

DDN-1-4-9/2 CURB AND HANDRAIL DETAILS

DDN-1-4-9/3 HANDRAIL DETAILS

DDN-1-4-10/1 PLASTER WALL ANCHOR LAYOUT SOUTH WALL 5

DDN-1-4-10/2 PLASTER WALL ANCHOR LAYOUT NORTH WALL & UPPER SILL BLOCK 5

DDN-1-3-7/9 OPERATING MACHINERY ASSEMBLY AND DESIGN DATA

USED ON CONTRACT DRAWING MD102 2,3

DDN-1-3-12 DRUM AND ROPE CONNECTOR 1

DDN-20928-66M-25 BEARING FOUNDATION FOR MACHINERY BASE 1

DDN-20928-66M-26 OPERATING MACHINERY BASE ASSEMBLY 1

DDN-20928-66M-31 11" BEARING ASSEMBLY 1

DDN-20928-66M-8-REV MAIN SHAFT AND BULL GEAR 1

DDN-20928-66-32 LIFTING CONNECTION 1

DDN-20928-66-45 CHAIN COVER ASSEMBLY 1

DDN-20928-66M-48 CHAIN ASSEMBLY 1

DDN-20928-66-60 GENERAL ARRANGEMENT 2

DDN-20928-66M-4 GENERAL ARRANGEMENT OF OPERATING MACHINERY 1

DDN-20928-66M-8A BULL GEAR 1

DDN-20928-66M-8B BULL PINION 1

DDN-20928-66M-32 6" BEARING ASSEMBLY 1

DDN-20928-66-17 TRUNNION BEARING HUB 1

DDN-20928-66-37 FIXED TRUNNION BEARING 1

DDN-20928-67M-4 STRUT ARM DETAILS 5

DDN-20928-67M-10 OPERATING MACHINERY GEAR CASE COVERS 5

DDN-20928-67M-14 OPERATING MACHINERY BASE 5

DDN-1-3-7/2 OPERATING MACHINERY ASSEMBLY 5

DDN-1-3-7/3 STRUT ASSEMBLY AND DETAILS 5

469-0010 GEAR REDUCER ASSEMBLY 5

469-1600 GEAR REDUCER LOW SPEED PINION 5

469-1610 GEAR REDUCER SPIRAL BEVEL PINION 5

DDD-1-6-3/4 ELECTRICAL SERVICE GALLERY STA. 15+75.94 TO STA. 17+90 5

DDN-1-6-1/9 CABLE TRAYS - NORTH GALLERY 5

DDN-1-6-1/10 CABLE TRAYS - SOUTH GALLERY 5

DDN-1-6-1/11 CABLE TRAYS - CONTROL HOUSE GALLERIES 5

DDN-1-6-1/12 CABLE TRAY DETAILS 5

DDN-1-6-1/14 CABLE POSITION IN TRAYS NORTH GALLERY 3

DDN-1-6-1/15 CABLE POSITION IN TRAYS SOUTH GALLERY 3

DDN-1-6-1/26 CONTROL BUILDING ELECTRICAL 2

DDN-1-6-1/27 CONTROL BUILDING BASEMENT LIGHTING 2

DDN-1-6-1/28 CONTROL BUILDING HEATING 2

DDN-1-6-1/32 SUB-STATION & CONTROL CENTER PANEL POWER DIAGRAM 1

DDN-10.0-6-1/3 EMBEDDED CONDUIT & LIGHTING STA. 21+14 TO STA. 23+85 2

DDN-10.0-6-1/16 CABLE ROUTING DIAGRAM POWER & CONTROL 3

DDN-10.0-6-1/30 SUB-STATION & CONTROL CENTER LCQ 1

DDN-10.0-6-1/31 SUB-STATION & CONTROL CENTER PANEL ARRANGEMENT 1

DDN-10.0-6-1/34 SUB-STATION & CONTROL CENTER CIRCUIT BREAKER SCHEDULE 1

DDN-10.0-6-1/42 MITER GATE MACHINERY ROOM CONDUIT LAYOUT 3

DDN-10.0-6-1/43 TAINTER GATE OPERATION MACHINERY CONDUIT & WIRING 3

DDN-10.0-6-1/46 TAINTER VALVE NO. 1 VALVE OPERATING MACHINERY, CONDUIT & WIRING 3

DDN-10.0-6-1/48 TAINTER VALVES #3 & #4 OPERATING MACHINERY CONDUIT & WIRING 3

DDN-1-4-5/1 CONTROL BUILDING STRUCTURAL PLANS & SECTIONS 5

DDN-1-4-5/2 CONTROL BUILDING STRUCTURAL DETAILS 5

AS-BUILT CODE DEFINITIONS

(1) DRAWING IS OBSOLETE AT THE COMPLETION OF THIS CONTRACT.

(2) DRAWING SHALL BE UPDATED AT THE COMPLETION OF THIS CONTRACT.

(3) DRAWING WILL BE SUPERCEDED BY THE FOLLOWING DRAWINGS AT THE COMPLETION OF THIS CONTRACT.

(4) DRAWING WAS REFERENCED BY THE FOLLOWING CONTRACT DRAWINGS.

(5) DRAWING IS FOR FERENCE ONLY.

MILES

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US Army Corps of Engineers

G-001

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PORTLAND DISTRICT

DISTRICT BOUNDARY MAP

PROJECT SITE MAP

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LOCAL VICINITY MAP

PROJECT PHOTO

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UPSTREAM

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DOWNSTREAM

GATE

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WASHINGTON

OREGON

PORTLAND

VANCOUVER

R

I V

E

R

HOOD

RIVER

THE DALLES

GOLDENDALE

PROJECT LOCATION

THE DALLES LOCK AND DAM

N

060' 60'

SCALE: 1"= 60'

SECURITY GATE

A

C

C

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B

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SECURITY FENCE

G

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IDENTIFICATION

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US Army Corps of Engineers

G-002

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PROJECT SITE MAP

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UPSTREAM GATE

DOWNSTREAM

GATE

P

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040' 40'

SCALE: 1"= 40'

TO

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CONTRACTOR

STAGING AREA

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S

CONTRACTOR

STAGING AREA

NOTES:

1. CONTRACTOR MAY NOT USE THE D/S NAVLOCK ACCESS BRIDGE FOR

CONSTRUCTION PURPOSES. BRIDGE TO REMAIN OPEN TO TRAFFIC AT ALL TIMES.

2. CONTOUR INTERVALS ARE 2 FEET.

3. THIS ROAD MUST REMAIN OPEN AND CAN ONLY BE TEMPORARILY CLOSED PER

SPECIFICATIONS.

4. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL DATA.

5. EXISTING DEPARTMENT OF DEFENSE (DOD) TYPE FE6 CHAIN-LINK SECURITY

SENSORED FENCE. THIS FENCE MAY BE TEMPORARILY REALIGNED FOR

CONTRACTOR OPERATIONS. THE TEMPORARY FENCE MUST BE A DEPARTMENT

OF DEFENSE (DOD) TYPE FE6 CHAIN-LINK SECURITY SENSORED FENCE AND TIE

INTO THE EXISTING TYPE FE6 FENCE LINE SO THAT THE SECURITY FENCE IS

CONTINUOUS. COORDINATE WITH THE GOVERNMENT A MINIMUM OF 14 DAYS

PRIOR TO RELOCATING THE FENCE FOR THE INTRUSION DETECTION SYSTEM. THE

INTRUSION DETECTION SYSTEM WILL BE REMOVED AND REPLACED BY THE

GOVERNMENT. INSTALL AND TIE THE TEMPORARY SECURITY FENCE INTO THE

PERMANENT FENCE BEFORE THE PERMANENT FENCE IS TAKEN DOWN SO THERE

IS NOT A LAPSE IN SECUIRTY. ONCE THE PROJECT IS COMPLETE, REPLACE THE

PERMANENT FENCE WITH A TYPE FE6 CHAIN-LINK SECURITY FENCE IN ITS

ORIGINAL ALIGNMENT. SUBMIT A TEMPORARY SECURITY FENCE PLAN FOR

GOVERNMENT APPROVAL SHOWING: ALIGNMENT OF THE TEMPORARY FENCE;

DETAILS OF THE TEMPORARY FENCE; AND TIE-IN SEQUENCING OF TEMPORARY

FENCE WITH THE PERMANENT FENCE. REFERENCE THE UNITED STATES ARMY

CORPS OF ENGINEERS PROTECTIVE DESIGN CENTER WEBSITE FOR FENCE

INFORMATION.

SECURITY CAMERA

TOWER

NOTE 5

SECURITY

FENCE

P

U

B

L

U

N

C

H

SECURITY

GATE

SECURITY

GATE

SECURITY

FENCE

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IDENTIFICATION

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US Army Corps of Engineers

G-003

T H

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A T

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G E

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G E

N E

R A

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N

O T

E S

S

Y M

B O

L S

A N

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A

B B

R E

V I A

T I O

N S

P D

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G

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1. SEE FIRST SHEET IN EACH DISCIPLINE FOR SPECIFIC NOTES RELATED TO

THAT SET OF DRAWINGS.

2. ASBESTOS CONTAINING MATERIAL MAY EXIST IN AREAS OF DEMOLITION

INCLUDING BUT NOT LIMITED TO ELECTRICAL WIRING AND BRAKE PADS ON

THE UPSTREAM GATE HOIST MACHINERY AND THE DOWNSTREAM GATE

OPERATING MACHINERY.

ANCH.

A.B.

AC

APPROX.

ARCH.

ARV

AWS

B.C.

B.F.

BG

B.H.C.

B.L.

BLDG.

BRG

B TO B

C

C TO C

C/E JT

CBORE

CF

CI

C.J.

CJP

CL2

CLR

CONC.

CONN

CONT

CONT. JT.

C.M.P.

CP

CRES

CSP

CSK

C.T.C.

CU

DET.

D&G

DIA.

DI

DIP

D/S

DWG

DWL'S

EA.

EF

EL

ELEV

E.J.

EQ. SP.

E.W.

EXAM.

EXIST.

F.B.

FCM

F.D.

F.F.

FG

F.H.

FLG

FT.

F.W.

FWS

GA.

GAC

GALV.

GV

H

H.D.

H.M.

HSS

HOR.

I.D.

IE

IF

I.L.

IN.

INFO

IS

ISO JT

IWRC

JFR

JT.

KSI

L

LBF

LBP

LF.

LG.

LT

LTH

LONG.

LP

MAX.

= ANCHOR

= ANCHOR BOLT

= ASPHALT CONCRETE

= APPROXIMATE

= ARCHITECTURAL

= AIR RELEASE VALVE

= ATTRACTION WATER SUPPLY

= BOLT CENTERS

= BOTTOM FACE

= BACK GOUGE

= BOLT HOLE CIRCLE

= BOTTOM LAYER

= BUILDING

= BEARING

= BACK TO BACK

= CHANNEL

= CENTER TO CENTER

= CONTRACTION JOINT/EXPANSION JOINT

= COUNTERBORE

= CUBIC FEET

= CAST IRON

= CONSTRUCTION JOINT

= COMPLETE JOINT PENETRATION

= CENTERLINE

= CHLORINE

= CLEAR

= CONCRETE

= CONNECTION

= CONTINUOUS

= CONTRACTION JOINT

= CORRUGATED METAL PIPE

= COMPLETE PENETRATION

= CORROSION RESISTING STEEL

= CORNER SUPPORT PIECE

= COUNTERSINK

= CENTER TO CENTER

= COPPER

= DETAIL

= DRILL & GROUT

= DIAMETER

= DUCTILE IRON

= DUCTILE IRON PIPE

= DOWNSTREAM

= DRAWING

= DOWELS

= EACH

= EACH FACE

= EACH LAYER

= ELEVATION

= EXPANSION JOINT

= EQUALLY SPACED

= EACH WAY

= EXAMINATION

= EXISTING

= FLAT BAR

=FRACTURE CRITICAL MEMBER

= FLOOR DRAIN

= FAR FACE

= FINISH GRADE

= FLAT HEAD

= FLANGE

= FOOT, FEET

= FLAT WASHER

= FACILITY WATER SUPPLY

= GAUGE

= GRANULATED ACTIVATED CARBON

= GALVANIZED

= GATE VALVE

= HORIZONTAL

= HEAVY DUTY

= HOLLOW METAL

= HOLLOW STRUCTURAL SECTION/SHAPE

= HORIZONTAL

= INSIDE DIAMETER

= INVERT ELEVATION

= INSIDE FACE

= INSIDE LAYER

= INCH, INCHES

= INFORMATION

= INSIDE

= ISOLATION JOINT

= INDEPENDENT WIRE ROPE CORE

= JUVENILE FISH RETURN

= JOINT

= KIPS PER SQUARE INCH

= ANGLE

= POUNDS FORCE

= LEAD BASED PAINT

= LINEAR FEET

= LONG

= LEFT

= LENGTH

= LONGITUDINAL

= LOW POINT

= MAXIMUM

MIN

M.B.

MECH.

MK

MSE

NAT.

N.C.

NF

NO.

NOM

NPS

NPT

NTS

O.A.L.

O.C.

O.D.

OF

O.L.

OPP

OS

OSAY

O TO O

PC

PCF

PERF

PL

PLF

P/N

PRE-FAB

PSF

PSI

PSIG

PSPD

PT

PNT

PTFE

PVC

PVI

RAD.

R.H.

REF

REINF.

REQ'D

R.O.

RT

STR

S.B.

SCH

SHT

SIM

STAG. SPL.

STD

STIR.

STL.

S.F.

SHLDR

SPS

SQ

S.S.

STA.

STC

SYM

T & B

T.B.D.

T.F.

T.J.

T.L.

T.O.

TOC

TOF

TOS

TOW

T.S.

TYP.

UNO

U/S

V

VBS

VC

VERT.

W/

WL

WP

W.S.

WSE

WCJ

WWF

= MINIMUM

= MACHINE BOLT

= MECHANICAL

= MARK

= MECHANICALLY STABILIZED EARTH

= NATURAL

= NO CHAMFER

= NEAR FACE

= NUMBER

= NOMINAL

= NOMINAL PIPE SIZE

= NATIONAL PIPE THREAD

= NOT TO SCALE

= OVERALL LENGTH

= ON CENTER

= OUTSIDE DIAMETER

= OUTSIDE FACE

= OUTSIDE LAYER

= OPPOSITE

= OUTSIDE

= OUTSIDE STEM AND YOKE (VALVES)

= OUT TO OUT

= POINT OF CURVATURE

= POUNDS PER CUBIC FOOT

= PERFORATED

= PLATE

= POUNDS PER LINEAR FOOT

= PART NUMBER

= PREVIOUSLY FABRICATED

= POUNDS PER SQUARE FOOT

= POUNDS PER SQUARE INCH

= POUNDS PER SQUARE INCH, GAGE

= POST SORT POOL DRAIN

= POINT OF TANGENCY (CIVIL SHEETS)

= POINT

= POLYTETRAFLOUROETHYLENE (TEFLON)

= POLYVINYL CHLORIDE

= POINT OF VERTICAL INTERSECTION

= RADIUS

= ROUND HEAD

= REFERENCE

= REINFORCEMENT

= REQUIRED

= ROUGH OPENING

= RIGHT

= STRUCTURAL

= STRUCTURAL BOLT

= SCHEDULE

= SHEET

= SIMILAR

= STAGGER SPLICE

= STANDARD

= STIRRUP

= STEEL

= SQUARE FOOT

= SHOULDER

= SPACES

= SQUARE

= STAINLESS STEEL

= STATION

= STEEL TROWELED CONCRETE

= SYMMETRICAL

= TOP AND BOTTOM

= TO BE DETERMINED

= TOP FACE

= TROWELED JOINT

= TOP LAYER

= TOP OF

= TOP OF CONCRETE

= TOP OF FOOTING

= TOP OF SLAB

= TOP OF WALL

= TUBULAR STEEL

= TYPICAL

= UNLESS NOTED OTHERWISE

= UPSTREAM

= VERTICAL

= VERTICAL BARRIER SCREEN

= VERTICAL CURVE

= VERTICAL

= WITH

= WATERLINE

= WORK POINT

= WATERSTOP

= WATER SURFACE ELEVATION

= WALL CONSTRUCTION JOINT

= WELDED WIRE FABRIC

DRAWING SERIES

# DESCRIPTION

GENERAL

G

GENERAL

STRUCTURAL

S

GENERAL

SD

DEMOLITION

SF

GATE INSTALLATION AND CONCRETE REPLACEMENT

SG

UPSTREAM GATE

SH

DOWNSTREAM GATE

MECHANICAL

M

GENERAL

MD

NAVIGATION LOCK CONTROLS DEMOLITION

MC

NAVIGATION LOCK CONTROLS

MG

UPSTREAM GATE

MH DOWNSTREAM GATE (TETRA TECH)

MM

DOWNSTREAM GATE

ELECTRICAL

E

GENERAL

ED

DEMOLITION

EG

UPSTREAM GATE

EH

DOWNSTREAM GATE

EL

LCQ REPLACEMENT

CP

DOWNSTREAM GATE CATHODIC PROTECTION

CONCRETE

STEEL

RUBBER

DEMOLITION

E C

D J R

C

F i s t

S a v e d

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C

A

B

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IDENTIFICATION

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US Army Corps of Engineers

G-004

T H

E

D

A L L E

S

L O

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N A

V I G

A T

I O

N

L O

C K

U

T

E

C

O N

T R

O L S

G

U D

G E

O N

P R

O J E

R

V E

Y

C

O N

T R

O L

D

A T

A

D A

V

M

E R

N I C

K

P

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1. VERTICAL DATUM FOR THE TABLE LISTED ABOVE IS BASED ON THE NATIONAL GEODETIC VERTICAL

DATUM OF 1929 THROUGH THE 1947 ADJUSTMENT (NGVD 29/47). AT THE DALLES DAM, NGVD 29/47 IS

APPROXIMATELY 3.34' BELOW THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. HORIZONTAL COORDINATE SYSTEM FOR THE POINTS LISTED ABOVE IS BASED ON THE NORTH

AMERICAN DATUM OF 1927 (NAD27) PROJECTED TO THE OREGON STATE PLAN NORTH ZONE WITH

DISTANCE UNITS IN US SURVEY FEET. 1 METER = 39.37/12 US SURVEY FEET.

DATUMS:

TDS-2 A 4'x4'x3' CONCRETE BASE WITH A 5'x8" DIAMETER PIPE WITH ALUMINUM PLATE & STUD EAST END

OF GOVERNMENT PROPERTY VIEWPOINT; APPROX. 100' ONTO ROCK LEDGE.

TDN-3 A 4'x4'x3' CONCRETE BASE WITH A 5'x8" DIAMETER PIPE WITH ALUMINUM PLATE & STUD ON ROCK

LEDGE APPROX. 200' NORTH OF THE MIDDLE OF NAVIGATION LOCKS.

TDN-1 A PYRAMID PILLAR ON ROCK ± 85' NORTH OF B.N.R.R. MILEPOST 97.2. NEED KEY FOR GATE.

N/L STA 30+00 INTERSECTION OF NAVLOCK ℄ AND DAM AXIS.

POINT DESCRIPTIONS:

PROJECT SURVEY CONTROL DATA

BENCHMARK NORTHING EASTING

ELEVATION (FT)

TDS-2

710,769.3850 1,841,938.4890

263.2200

TDN-1

715,204.9720 1,840,878.9850

198.4600

TDN-3

711,226.7810 1,836,541.9300

214.6500

N/L STA 30+00

711,362.0900 1,837,076.1200

SURVEY CONTROL PLAN

NAV LOCK CENTERLINE & BEARING

SCALE: 1/128" = 1'-0"

TDS-2

TDN-1

FLOW

N46° 36' 14" E (SEE NOTE 1)

NAVLOCK ℄

(STATIONING DECREASES

WITH FLOW DIRECTION)

N

N/L STA 30+00

TDN-3

N/L STA 30+00

(UPSTREAM OF GATE

AND DOWNSTREAM

OF STOP LOGS)

1. FIELD VERIFY IN THE MARCH 2016 LOCK OUTAGE THE ACCURACY OF THIS BEARING AS PER

SPECIFICATION 01 10 10.00 25. USE THE MOST ACCURATE BEARING FOR THE NAVLOCK CENTERLINE.

NOTES:

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IDENTIFICATION

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E

US Army Corps of Engineers

S-001

T H

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A L L E

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L O

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N A

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A T

I O

N A

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L O

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T

E

C

O N

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O L S

G

U D

G E

O N

U P

S T

R E

M

T

E

S T

R U

C T

U R

A L

G

E N

E R

A L

N

O T

E S

D A

V

H

A M

E R

N I C

K

G

E C

D D

J D

G

E C

D M

D H

W

N

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M A

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1. GENERAL

1.1 SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

1.2 ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND INTERFERENCES RELATED TO THE FABRICATION SHALL BE

IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO

MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.

1.3 A COMPLETE AND DETAILED SET OF SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. THE SHOP

DRAWINGS SHALL CONFORM TO THE CURRENT A/E/C CAD STANDARD AND SHALL RESEMBLE THIS CONTRACT

DRAWING LAYOUT. THE SHOP DRAWINGS SHALL HAVE ALL THE NECESSARY DETAIL REQUIRED FOR

FABRICATION TO INCLUDE BUT NOT LIMITED TO MATERIAL IDENTIFICATION, IDENTIFICATION OF ALL FINISHED

SURFACES, MATERIAL ALLOWANCE FOR MACHINING, WELD PREPARATION, WPS TESTING REQUIREMENTS FOR

NDT, WELDING PROCEDURE, METHOD OF CUTTING MATERIAL, CALCULATED WEIGHTS AND CALLOUT OF

COMPONENTS. ALL SPLICES SHALL BE NOTED ON SHOP DRAWINGS.

1.4 UNO, DIMENSIONS ON ALL DRAWINGS ARE FINISHED DIMENSIONS. THE CONTRACTOR SHALL PROVIDE

SUFFICIENT MATERIAL TO ALLOW FOR MACHINING. ALL DIMENSIONS SHALL BE CHECKED TO TAKE INTO

ACCOUNT STRUCTURAL STEEL DIMENSION VARIANCES, DIMENSION TOLERANCE STACKUPS, WARPAGE, MOVEMENT DUE TO WELDING, ETC.

1.5 THE CONTRACTOR IS REQUIRED TO PERFORM A DETAILED SURVEY OF THE WORK AREA DURING THE MARCH

2016 LOCK OUTAGE IN ORDER TO CONFIRM AND VERIFY DIMENSIONS . THIS PERTAINS TO ALL DIMENSIONS

WHETHER THEY ARE MARKED "FIELD VERIFY" OR NOT. REFERENCE SPEC 01 10 10.00 25 CONTRACTORS

OPERATIONS AND REQUIREMENTS.

1.6 THERE SHALL BE NO FIELD SPLICING OF THE GATE.

2. STRUCTURAL STEEL

2.1 ALL FABRICATION SHALL BE PERFORMED BY AN AISC CERTIFIED BRIDGE FABRICATOR WITH AN INTERMEADIATE

(IBR) OR ADVANCED (ABR) CATEGORY FRACTURE CRITICAL ENDORSEMENT. REFERENCE SPECIFICATIONS FOR

FURTHER INFORMATION.

2.2 ALL DIMENSIONS, DISTANCES, AND ANGLES SHOWN ARE PER THE ORIGINAL CONTRACT DRAWINGS. THE

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.

2.3 STRUCTURAL STEEL FOR THE UPSTREAM GATE SHALL BE AS FOLLOWS:

2.4 ALL STRUCTURAL STEEL FOR FRACTURAL CRITICAL MEMBERS (FCM) SHALL MEET THE MINIMUM CHARPY

V-NOTCH (CVN) REQUIREMENTS PER SPECIFICATION SECTION 05 59 13.00 25.

2.5 WELDING ON THE GATE SHALL CONFORM TO AWS D1.5 AS NOTED IN THE SPECIFICATIONS. WELDING THAT IS

NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED EXCEPT WITH WRITTEN PERMISSION FROM THE

CONTRACTING OFFICER AND ENGINEER OF RECORD.

2.6 ALL WELDS SHALL BE CONTINUOUS AND WRAP AROUND RE-ENTRANT CORNERS IN ORDER TO PROVIDE WATER

TIGHTNESS AT ALL JOINTS WHETHER IT IS DESIGNATED OR NOT.EVERY ACCESSIBLE JOINT NOT HAVING A

DESIGNATED WELD TYPE AND SIZE SHALL BE WELDED TO THE AWS D1.5 MINIMUM OR THE ADJACENT FILLET

WELD ON THE PART IN QUESTION, WHICH EVER IS LARGER.

2.7 FIELD WELDING SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY THE CONTRACTING OFFICER AND

ENGINEER OF RECORD.

2.8 ALL SHARP EDGES SHALL BE BROKE TO A

" RADIUS UNO. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS

THE RESULT OF SHEARING, FLAME CUTTING, OR MACHINING.

2.9 THE ESTIMATED DRY WEIGHT OF THE GATE IS 219,125 LBS WHICH INCLUDES WELDS BUT NOT PAINT.

2.10 WELD INSPECTION IS GENERALLY SHOWN ON THE DRAWINGS BUT IS NOT ALL-INCLUSIVE. REFERENCE THE

SPECIFICATIONS FOR COMPLETE REQUIREMENTS FOR WELD INSPECTION.

2.11 ALL MEMBERS IDENTIFIED AS FRACTURE CRITICAL MEMBERS (FCM) SHALL BE FABRICATED /ASSEMBLED WITH

FRACTURE CRITICAL WELDS IN ACCORDANCE WITH AWS D1.5 AND SPECIFICATION SECTION 05 59 13.00 25.

3. CONCRETE

3.1 REFERENCE SPEC 03 30 53.00 25 FOR CONCRETE COMPRESSIVE STRENGTHS.

3.2 CONCRETE COVER SHALL BE AS SHOWN ON THE DRAWINGS.

3.3 ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL HAVE

" CHAMFERS UNLESS OTHERWISE NOTED.

THIS SHALL INCLUDE CORNERS OF ABUTTING CONTRACTION JOINTS.

3.4 AGGREGATES SHALL MEET THE QUALITY AND GRADING REQUIREMENTS OF ASTM C33, CLASS DESIGNATIONS

4M OR BETTER.

3.5 IN NO CASE SHALL THE COVER BE LESS THAN 1.5 TIMES THE NORMAL MAXIMUM SIZE OF AGGREGATE OR 2.5

TIMES THE MAXIMUM DIAMETER OF THE REINFORCEMENT.

3.6 FINISH THE CONCRETE AS PER SPEC 03 30 53.00 25.

3.7 THE LOCK WALLS IN WHICH THE ANCHORS FOR THE UPSTREAM GATE WILL BE INSERTED IS INTO CONCRETE

THAT WAS PRODUCED ON SITE. AGGREGATE CAME FROM THE DALLES AGGREGATE SOURCE WHICH IS A FEW

MILES NORTH OF THE DAM SITE CLOSE TO THE DALLES AIRPORT. THE AGGREGATE IS COMPRISED OF 1 TO 6

INCH ROUNDED AGGREGATE OF HARD QUARTIZITE COBBLES AND BOULDERS. SEE SPECIFICATION 31 68 13.00

25 FOR ADDITIONAL INFORMATION.

4. REINFORCEMENT

4.1 PREPARATION FOR PLACING DRAWINGS AND BAR BENDING SHALL BE IN ACCORDANCE WITH THE MOST

RECENT ADDITION OF ACI 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE

STRUCTURES.

4.2 ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615, GRADE 60 REQUIREMENTS.

4.3 UNLESS NOTED OTHERWISE, ALL HOOKS SHALL BE STANDARD HOOKS AS DEFINED BY ACI 318-14.

4.4 BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERLINES OF THE BAR.

4.5 A SYMBOL SUCH AS INDICATES REINFORCING BARS TO BE STAGGER LAP SPLICED (CLASS B) BY

ALTERNATING LAP LOCATIONS AS SHOWN, AND PROVIDING THE INDICATED LAP LENGTH.

UPSTREAM GATE ASSEMBLY

COMPONENT ASTM

ALL COMPONENTS UNO A709 GRADE 50, SUFFIX F2

TRUNNION HUB A668, CLASS D, GRADE x1 SUPPLEMENTARY

REQUIREMENT S4 MEETING TOUGHNESS

REQUIREMENTS OF A709 GRADE 50, SUFFIX F2

TRUNNION HUB RING ASTM A240, UNS S31603

SEAL HARDWARE A36

N.T.S.

UPSTREAM GATE ISOMETRIC VIEW

4.6 A NOTATION SUCH AS FOLLOWING THE BAR SIZE AND SPACING INDICATES A BENT BAR WITH A

OUTSIDE-TO OUTSIDE DIMENSION (NOT BAR LENGTH) OF 7'-6". A LETTER OR DIMENSION ON THE SHORT LEG

INDICATES THE FOLLOWING:

L EXTEND BAR LAP SPLICE LENGTH BEYOND BEND.

E EXTEND BAR EMBEDMENT LENGTH BEYOND CROSSING BAR.

DIMENSION: OUTSIDE-TO OUTSIDE LENGTH OF SHORT LEG WHEN NO LETTER OR DIMENSION

IS GIVEN, PROVIDE A STANDARD 90° HOOK.

4.7 ALL BARS SHALL BE SPACED AS SHOWN ON THE DRAWINGS.

4.8 REINFORCING BARS SHALL NOT CONTINUE ACROSS AN EXPANSION, CONTRACTION, OR MONOLITH JOINT.

4.9 DEVELOPMENT AND SPLICE LENGTHS FOR REINFORCING BARS USED IN THIS CONTRACT SHALL BE AS

DESCRIBED IN A.C.I. 318-14 U.N.O. AND ARE SHOWN IN TABLE 1.

5. DESIGN LOADS

5.1 THIS STRUCTURE IS DESIGNED TO ALL THE LOAD COMBINATIONS AS REQUIRED IN ETL-1110-2-584 AND IS

SUMMARIZED BELOW. REFERENCE THE DESIGN DOCUMENTATION REPORT (DDR) FOR A COMPLETE

DESCRIPTION OF ALL LOADINGS AND LOAD CASES.

A. HYDROSTATIC, FOREBAY ELEVATION (NGVD 1929)

H

= 162.00'

H

= 160.00'

H

= 160.00'

B. WIND 50 PSF

C. WAVE 2' SURCHARGE

D. SEISMIC SITE CLASSIFICATION B

E. BARGE IMPACT 250 KIPS

F. ICE-IMPACT DEBRIS 500 PLF (UNIFORM LOAD APPLIED HORIZONTALLY AT TOP OF GATE)

G. MAX HOIST LOAD (Q3) 216.9 KIPS

OBE MDE

PROBABILITY OF EXCEEDENCE 50% IN 100 YRS 10% IN 100 YRS

RETURN PERIOD 144 YRS 949 YRS

PGA 0.050g 0.133g

SPECTRAL ORDINATE AT 0.2 SEC, S S 0.093g 0.309g

SPECTRAL ORDINATE AT 1.0 SEC, S 1 0.037g 0.1912g

STAG.

SPL.

7'-6" 1'-6"

REINFORCEMENT SPLICE LENGTHS

FOR F'C = 3,000 PSI AND FOR FY= 60,000 PSI

BAR

NUMBER

SPLICE LENGTHS, IN

3 16

4 22

5 27

6 33

7 38

8 43

9 49

10 54

11 59

TABLE 1

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SD001

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N

L O

C K

U

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

D E

M O

L I T

I O

N

K

Y

A

N

A

T

E S

D A

V

H

A M

E R

N I C

K

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

D d w g

PORTLAND DISTRICT

SCALE: 3/32" = 1'-0"

U/S GATE DEMOLITION KEY PLAN

U/S GATE DEMOLITION NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET S-001 FOR UPSTREAM GATE STRUCTURAL GENERAL NOTES.

3. SEE SHEET G-002 FOR UPSTREAM GATE WORK AREA AND LOCATION. SEE

INFORMATIONAL DRAWINGS FOR MORE SPECIFIC DETAIL ON THE NAVIGATION

LOCK AND INDIVIDUAL CONCRETE MONOLITHS.

4. EXISTING GATE AND YOKES TO BE REMOVED.

5. THE UPSTREAM GATE, YOKES, HANDRAILS AND MISCELLANEOUS STEEL

CONTAIN LEAD BASED PAINT. PROVIDE LEAD BASED PAINT ABATEMENT AND

DISPOSAL AS PER SPECIFICATIONS.

6. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION

EXISTING U/S GATE

TO BE REMOVED

(SEE NOTE #4)

NAVIGATION LOCK

NORTH LOCK WALL

SOUTH LOCK WALL

U/S STOPLOG AREA

STOPLOG STORAGE PIT

DERRICK

CRANE

U/S GATE MACHINERY ROOM

U/S GATE

MACHINERY ROOM

xx

= CONCRETE MONOLITH #

SD102

SD101

SCALE: 332"= 1'-0"

5' 0 5' 10' 15'5' 0 5' 10' 15'

UPPER SILL BLOCK

EL. 139.00'

LOCK CHAMBER

EL. 54.50'

EL. 168.00'

EL. 168.00'

EL. 139.00'

EL. 185.00'

EL. 185.00'

FLOW

TO D/S GATE

TO LAKE CELILO

U/S GATE CONTROL STAND SHELTER

ACCESS

HATCH

ACCESS

HATCH

SCALE: 1/8" = 1'-0"

NORTH WALL- SOUTH MIRRORED

U/S GATE DEMOLITION ELEVATION

A

A

EL. 139.00'

UPPER SILL

BLOCK

TRUNNION YOKE

(SEE NOTE #4)

FIXED

BOTTOM

SEAL

SD301

SD301

GATE NOT SHOWN FOR CLARITY

SCALE: 38"= 1'-0"

12" 0 2' 4' 6'

S T

A

S

S

S

S

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

MONOLITH #, TYP.

SEE NOTE 7 ON SHEET SF001

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SD101

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N A

L

L O

C K

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

D E

M O

L I T

I O

N

N

O R

C

K

W

A L

L

J E

R O

M

A U

R S

E T

H

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

D d w g

PORTLAND DISTRICT

SCALE: 1/4" = 1'-0"

U/S GATE PLAN VIEW - NORTH WALL

xx

= CONCRETE MONOLITH #

SD001

MACHINERY

ROOM ACCESS

HATCH

GATE AND EXISTING REBAR NOT SHOWN FOR CLARITY.

SEE INFORMATIONAL DRAWINGS

A

SECTION

SCALE: 3/16" = 1'-0"

A

B

C

D

E

F

SECTION

SCALE: 1/4" = 1'-0"

B

SECTION

SCALE: 1/4" = 1'-0"

C

SECTION

SCALE: 1/4" = 1'-0"

D

SECTION

SCALE: 1/4" = 1'-0"

E

SECTION

SCALE: 1/4" = 1'-0"

F

G

33'-4

SECTION

SCALE: 1/4" = 1'-0"

G

EL. 168.00'

EL. 168.00'

S

4'-3

" 33'-4

MONOLITH EXPANSION/CONTRACTION JOINT

EXISTING

CONC.

OUTLINE

TOP OF CURB,

EL 168.75'

S

REMOVE HAND RAILING

BACK TO THIS POST

REMOVE HAND

RAILING BACK

TO THIS POST

EL. 139.00'

UPPER SILL

BLOCK

TRUNNION YOKE

(SEE SHEET SD301)

FIXED BOTTOM SEAL

(SEE SHEET SD301)

3'-7

R

E F

5'-4

" REF

GALLERY

TRUNNION YOKE

EL. 168.00'

EL. 168.00'

VARIES

3'-3

TRUNNION YOKE

R

E F

10"

ACCESS HATCH TO BE

STORED AND REUSED

U/S GATE

MACHINERY ROOM

1'-2" REF

13'-6" REF

2'-6"

U/S GATE

MACHINERY ROOM

10'-10

22'-6"

R

E F

DEMOLITION HATCHING NOT SHOWN FOR CLARITY

R

E F

18'-8

"9'-3

"5'-4

S

MONOLITH EXPANSION/CONTRACTION JOINT

MONOLITH EXPANSION/

CONTRACTION JOINT

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET SD001 FOR DEMOLITION GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. THIS DRAWING SHOWS THE REQUIRED DEMOLITION FOR THE GOVERNMENT'S ALTERNATIVE

FOR GATE INSTALLATION. REFERENCE SPECIFICATION 01 10 10.00 25 FOR FURTHER

INFORMATION. DIMENSIONS TO BE FIELD VERIFIED. NO GATE, MACHINERY, OR REBAR ARE

SHOWN HERE. REFER TO THE INFORMATIONAL DRAWINGS FOR MORE DETAIL.

12"0 5' 10'

SCALE: 316"= 1'-0"

12" 0 5'

SCALE: 14"= 1'-0"

GALLERY

GALLERY

GALLERY

GALLERY

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SD102

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N A

L

L O

C K

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

D E

M O

L I T

I O

N

S

O U

W

L L

J E

R O

M

A U

R S

E T

H

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

D d w g

PORTLAND DISTRICT

SCALE: 1/4" = 1'-0"

U/S GATE PLAN VIEW - SOUTH WALL

xx

= CONCRETE MONOLITH #

SD001

MACHINERY

ROOM ACCESS

HATCH

A

SECTION

SCALE: 3/16" = 1'-0"

A

E

D

C

B

F

SECTION

SCALE: 1/4" = 1'-0"

B

SECTION

SCALE: 1/4" = 1'-0"

C

SECTION

SCALE: 1/4" = 1'-0"

D

SECTION

SCALE: 1/4" = 1'-0"

E

SECTION

SCALE: 1/4" = 1'-0"

F

G

SECTION

SCALE: 1/4" = 1'-0"

G

S T

A

MONOLITH EXPANSION/

CONTRACTION JOINT

EXISTING

CONC.

OUTLINE

TOP OF CURB,

EL 168.75'

REMOVE HAND RAILING

BACK TO THIS POST

REMOVE HAND

RAILING BACK

TO THIS POST

UPPER SILL

BLOCK

TRUNNION YOKE

(SEE SHEET

SD301)

GALLERY

TRUNNION YOKE

EL. 168.00'

EL. 168.00'

TRUNNION YOKE

ACCESS HATCH TO BE

STORED AND REUSED

U/S GATE

MACHINERY ROOM

U/S GATE

MACHINERY ROOM

DEMOLITION HATCHING NOT SHOWN FOR CLARITY

MONOLITH EXPANSION/

CONTRACTION JOINT

STOPLOG STORAGE PIT

REF

33'-4

S

FIXED BOTTOM SEAL

(SEE SHEET SD301)

EL. 139.00'

VIEW ROTATED FOR CLARITY

3'-7

R

E F

12'-4

" REF

EL. 168.00'

3'-3

R

E F

12'-8

" REF

EL. 168.00'

10"

1'-2" REF

2'-6"

V A

R I E

S

13'-6" REF

R

E F

MONOLITH EXPANSION/

CONTRACTION JOINT

S

STOPLOG STORAGE PIT

R

E F

1'-6" REF

33'-4

33'-4

1'-6" REF

18'-8

" 9'-3

" 5'-4

12"0 5' 10'

SCALE: 316"= 1'-0"

12" 0 5'

SCALE: 14"= 1'-0"

MONOLITH EXPANSION/

CONTRACTION JOINT

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET SD001 FOR DEMOLITION GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. THIS DRAWING SHOWS THE REQUIRED DEMOLITION FOR THE GOVERNMENT'S ALTERNATIVE

FOR GATE INSTALLATION. REFERENCE SPECIFICATION 01 10 10.00 25 FOR FURTHER

INFORMATION. DIMENSIONS TO BE FIELD VERIFIED. NO GATE, MACHINERY, OR REBAR ARE

SHOWN HERE. REFER TO THE INFORMATIONAL DRAWINGS FOR MORE DETAIL.

GALLERY

GALLERY

GALLERY

GALLERY

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SD301

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N A

L

L O

C K

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

M I S

C

D

E M

O L

I T

I O

N

J E

R O

M

A U

R S

E T

H

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

D d w g

PORTLAND DISTRICT

SCALE: 1/2" = 1'-0"

BOTTOM SEAL - LOOKING NORTH

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET SD001 FOR DEMOLITION GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. DEMO CONDUIT UP TO AND INCLUDING J-BOXES AND TO CUT CABLES FOR

GATE REMOVAL.

SD001

B

A

SECTION

SCALE: 3/4" = 1'-0"

A

UPPER SILL

BLOCK

FIXED

BOTTOM

FLAPPER

SEAL

BOTTOM FLAPPER

SEAL, CLAMP BAR,

AND BOLTS TO BE

REMOVED AND

REPLACED WITH

NEW.

EL. 140.00'

5'-4

EL. 145.89'

SD001 SCALE: 1/2" = 1'-0"

NORTH WALL SHOWN - SOUTH MIRRORED

TRUNNION YOKE AND ANCHORAGE

REMOVE CONCRETE

POUR BACK (DO NOT

DAMAGE #5 DOWELS)

±3'-0"

Ø1

" ANCHOR

BOLTS TO BE

REMOVED, TYP.

TRUNNION

YOKE TO BE

REMOVED

REMOVE GROUT PAD

(SEE INFORMATIONAL DRAWING DDN 1-4-2/20 FOR REBAR DETAILS)

5'-4

±1

Ø1

" ANCHOR BOLTS TO BE

REMOVED, TYP.

TRUNNION

YOKE TO BE

REMOVED

REMOVE GROUT PAD

(SEE INFORMATIONAL DRAWING DDN 1-4-2/20 FOR REBAR DETAILS)

6"

TRUNNION

YOKE TO BE

REMOVED

REMOVE CONCRETE

POUR BACK (APPROX 6")

REMOVE

GROUT

PAD

Ø1

" ANCHOR

BOLTS TO BE

REMOVED, TYP.

EL. 145.89'

SECTION

SCALE: 3/4" = 1'-0"

B

(SEE INFORMATIONAL DRAWING DDN 1-4-2/20 FOR REBAR DETAILS)

(SEE INFORMATIONAL DRAWING DDN 1-4-7/19 FOR MORE DETAILS)

TRUNNION YOKE EMBEDDED IN CONCRETE

12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

SCALE: 34"= 1'-0"

12" 6" 0 1' 2'

EXISTING POUR BACK

AND EMBEDS TO

REMAIN

FIELD VERIFY

F I E

V

R

I F

Y

FIELD VERIFY

F I E

R

I F

Y

F I E

R

I F

Y

SCALE: NTS

CONDUIT DEMOLITION EXTENTS

DEMO LIMITS,

SEE NOTE 4

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SF001

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N

L O

C K

U

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

I N

S T

A L L

A T

I O

N

K

A

N

D A

V

H

A M

E R

N I C

K

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

F d w g

PORTLAND DISTRICT

SCALE: 3/32" = 1'-0"

U/S GATE INSTALLATION KEY PLAN

U/S GATE INSTALLATION NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET G-002 FOR UPSTREAM GATE WORK AREA AND LOCATION. SEE

INFORMATIONAL DRAWINGS FOR MORE SPECIFIC DETAIL ON THE NAVIGATION

LOCK AND INDIVIDUAL CONCRETE MONOLITHS .

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. CURB ALONG FACE OF LOCK WALL AT EL. 168.00' TO BE REPLACED IN KIND,

REFER TO INFORMATIONAL DRAWING DDN-1-4-9/2.

5. GUARD RAIL AND ARMOR ALONG FACE OF LOCK WALL AT EL 168.00' TO BE

REPLACED IN KIND, REFER TO INFORMATIONAL DRAWING DDN-1-4-9/3.

6. MACHINERY ROOM ACCESS HATCH EMBEDDED METAL TO BE REPLACED IN

KIND, REFER TO INFORMATIONAL DRAWINGS DDN-1-4-2/23 AND DDN-1-4-2/36.

7. INSTALL A 4" SCH 40 GALVANIZED STEEL PIPE PLUMB WITHIN THE CONCRETE

ON BOTH SIDES OF THE LOCK. LOCATE PIPE OVER CENTERLINE OF STRUT

ARM 6'-6" FROM TRUNNION PIN CENTERLINE, TYP.

NAVIGATION LOCK

NORTH LOCK WALL

SOUTH LOCK WALL

U/S STOPLOG AREA

DERRICK

CRANE

U/S GATE

MACHINERY

ROOM,

SEE NOTE 6

xx

= CONCRETE MONOLITH #

SCALE: 332"= 1'-0"

5' 0 5' 10' 15'5' 0 5' 10' 15'

UPPER SILL BLOCK

EL. 139.00'

LOCK CHAMBER

EL. 54.50'

EL. 168.00'

EL. 185.00'

EL. 185.00'

FLOW

TO D/S GATE

TO LAKE CELILO

U/S GATE CONTROL STAND SHELTER

ACCESS

HATCH

A

SF201

SCALE: 38"= 1'-0"

12" 0 2' 4' 6'

S T

A

S

S

S

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

B

SF202

NEW UPSTREAM GATE

N

SEE NOTE 7

STOPLOG STORAGE PIT

U/S GATE MACHINERY ROOM, SEE NOTE 6

EL. 168.00'

EL. 139.00'

ACCESS

HATCH

SEE NOTE 7

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SF002

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N A

L

L O

C K

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

N A

V I G

A T

I O

N

L

O C

K

L O

C A

T I O

N

A

O

C

T I O

N A

L

V

I E

W

D A

V

H

A M

E R

N I C

K

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

F d w g

PORTLAND DISTRICT

SCALE: 1/2" = 1'-0"

OF UPPER AND LOWER POSITION LIMITS

UPSTREAM GATE CROSS SECTIONAL VIEW

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES SYMBOLS AND ABBREVIATIONS.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. SOUTH LOCK WALL SHOWN. NORTH LOCK WALL SIMILAR. STATION NUMBERS SHOWN REFLECT

SOUTH LOCK WALL MONOLITH AS-BUILT STATION NUMBERS. NORTH WALL MONOLITH AS-BUILT

STATION NUMBERS ARE DIFFERENT. SEE INFORMATION DRAWING DDN-1-4-2/20 FOR MORE

INFORMATION.

5. SEE SG201 FOR GATE GEOMETRY, WEIGHT, AND CENTER OF GRAVITY.

6. SEE MG560 FOR TRUNNION ASSEMBLY COMPONENTS.

7. ORIGINAL TRUNNION YOKE BLOCKOUT DEPTH IS APPROXIMATELY 6".

8. INSTALL THE YOKES AND GATE SUCH THAT DIMENSION "X" IS EQUAL ON BOTH SIDES OF THE

LOCK. FIELD VERIFY NAVLOCK DIMENSIONS DURING REQUIRED 2016 LOCK OUTAGE FIELD

SURVEY AND COMPARE AGAINST CONTRACT DRAWING DIMENSIONS TO ENSURE THAT THERE

ARE NO CONFLICTS. IF THERE ARE CONFLICTS THEN NOTIFY THE GOVERNMENT IMMEDIATELY

WITH A LIST OF THE CONFLICTS AND THE RECOMMENDED CHANGES TO REMEDY THE

CONFLICTS SUCH THAT THE GATE WILL FIT AND OPERATE WITHIN THE CHAMBER. REFERENCE

SPECIFICATION 01 10 10.00 25 UPSTREAM GATE LIFT AND INSTALLATION PLAN SUBMITTAL

REQUIREMENTS.

9. WORK THIS DRAWING WITH DRAWING SF003 FOR SETTING YOKES.

EL. 116.33'

EL. 140.00'

EL. 145.89'

EL. 155.00'

EL. 163.00'

U

P

P

M

L

O

S

S

I T

I O

N

L

O

W

M

P

S

I

T

I

O

N

A

SECTION

SCALE: 1/2" = 1'-0"

A

LEVEL LINE

EL. 147.33'

G A

E

A R

A N

E F

E R

E N

C E

UPPER SILL

S T

A

M O

N O

L I T

H

M O

N O

L I T

H

HOIST DRUM

S T

A

SOUTH LOCK WALL

SOUTH LOCK WALL

E N

D F

R A

M

E A

S S

E M

B L Y

UPPER GIRDER

SF203

SF203

SF204

30'-0"R TO OUTSIDE RADIUS OF SKIN PLATE

SEE MG560 FOR TRUNNION

ASSEMBLY COMPONENTS

BLOCKOUT (SEE NOTE #7)

BEARING BLOCK

(SEE SF204)

FLOW

FLOWX

S

T

E

X

S

T

E

SIDE SEAL

EMBEDDED

PLATES

SIDE SEAL

EMBEDDED

PLATES

BLOCKOUT (SEE NOTE #7)

SOUTH LOCK WALL

NORTH LOCK WALL

BLOCKOUT (SEE NOTE #7)

FLOW

ANCHOR BOLTS (SEE SF203)

ANCHOR BOLTS (SEE SF203)

ANCHOR BOLTS (SEE SF203)

SCALE: 1/4" = 1'-0"

REQUIREMENT (DIAGRAMMATIC) PLAN VIEW

GATE INSTALLATION PERPENDICULAR TO FLOW

-℄ PIN

P

I N

9°26'19"

P

I N

S T

A

INSIDE FACE OF TRUNNION YOKE

EAR, TYP.

INSIDE FACE OF TRUNNION YOKE EAR,

TYP.

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SF003

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N

L O

C K

U

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

D I M

E N

S I O

N A

L

C

O N

T R

O L

T

O L

E R

A N

C E

S

R Y

S

O U

D E

R S

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

F d w g

PORTLAND DISTRICT

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES SYMBOLS AND ABBREVIATIONS.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL DATA.

4. AVERAGE BORE CENTERLINE IS DEFINED AS THE BEST FIT LINE THROUGH

THE FOUR POINTS AT THE CENTER OF EACH HUB BORE SURFACE AS

INDICATED.

5. DATUM 'C' IS THE NAVLOCK CENTERLINE AS DEFINED ON G-004.

TRUNNION YOKE

SCALE: 1/2" = 1'-0"

TRUNNION YOKE TO TRUNNION YOKE TOLERANCES

UPSTREAM GATE LOCK PLAN VIEW

Ø

D

TRUNNION YOKE

℄ AXIS OF TRUNNION YOKES

BEST FIT THROUGH THE 4

TRUNNION YOKE EAR BORES

NORTH LOCK WALL

SOUTH LOCK WALL

A

BOTTOM EDGE OF SEAL BAR

Ø

B

1/4" A

Ø

.062 B

BORE SURFACE #1 BORE SURFACE #2

BORE SURFACE #3

BORE SURFACE #4

SCALE: 3/8" = 1'-0"

TRUNNION HUB TO TRUNNION HUB TOLERANCES

UPSTREAM GATE PLAN VIEW

HUB BORE CENTERLINE, SEE NOTE #4

SCALE: 38"= 1'-0"

12" 0 2' 4' 6' 12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

.125 C

.062 D

N O

R T

H

S

I D

E

O

F

G

A T

E

S O

U T

H

S

I D

E

O

F

G

A T

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SF201

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N

L O

C K

U

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

C O

N C

R E

S T

A L

L A

T I O

N

N O

R T

H

L O

L

L

J E

R O

M

A U

R S

E T

H

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

F d w g

PORTLAND DISTRICT

SCALE: 1/2" = 1'-0"

U/S GATE ELEVATION VIEW - NORTH LOCK WALL

xx

= CONCRETE MONOLITH #

A

SF001

TOP OF CURB,

EL 168.75'

TRUNNION YOKE

(SEE SF203)

MONOLITH EXPANSION/

CONTRACTION JOINT

S T

A

FLOW

12" 0

SCALE: 12"= 1'-0"

1' 2' 3' 4'

NEW CONCRETE OUTLINE

CONCRETE WALL

" MIN UNLESS NOTED

14" MIN

#7 STANDARD 180° HOOK

N.T.S.

TYPICAL ANCHOR DETAIL

NEW GUARD RAIL

(SEE NOTE #5, SF001)

NEW CURB (SEE NOTE #4, SF001)

4'-0" 4'-0" 4'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"

C

SF301

D

SF301

E

SF301

G

SF302

H

SF302

J

SF302

23'-0

" 1'-6

4'-9"

2'-4

" 1'-7

#7 STANDARD 180° HOOK,

TYP., UNLESS NOTED

(SEE DETAIL THIS SHEET)

0" REF

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET S-001 FOR CONCRETE GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. SURFACE PREP CONCRETE SURFACES THAT WILL RECEIVE FRESH CONCRETE PER SPEC 03 30 53.00 25.

5. APPLY BONDING AGENT TO CONCRETE SURFACES THAT WILL RECEIVE FRESH CONCRETE PER SPEC 03 30 53.00 25.

6. METAL SURFACES NOT COVERED BY NEW CONCRETE SHALL BE GROUND SMOOTH AND A ZINC RICH PAINT MUST BE APPLIED.

7. THIS DRAWING SHOWS THE REQUIRED REPLACEMENT PLAN FOR THE GOVERNMENT'S ALTERNATIVE FOR GATE INSTALLATION. REFERENCE

SPECIFICATION 10 10 10.00 25 FOR FURTHER INFORMATION. DIMENSIONS ARE TO BE FIELD VERIFIED. THE GATE, MACHINERY, NOR REBAR ARE SHOWN

HERE. REFERENCE THE INFORMATIONAL DRAWINGS FOR MORE INFORMATION.

8. PERFORM A PULL PROOF TEST ON 5 ANCHORS ON EACH SIDE OF THE NAVLOCK TO 18.5 KIPS OF TENSION. NO ANCHOR TEST SHALL BE CLOSER THAN

14' VERTICALLY AND 5' HORIZONTALLY. THE MAXIMUM LOAD THAT ANY ANCHOR SHALL SEE IS 18,500 LBS. IF ANY ANCHOR FAILSTHEN ALL ANCHORS

ON BOTH SIDES OF THE NAVLOCK SHALL BE TESTED. IF ANY ANCHOR FAILS THE THOSE ANCHORS SHALL BE REPLACED AT NO COST TO THE

GOVERNMENT AND SHALL BE TESTED AGAIN.

9. TYPICAL #7 STANDARD 180° HOOK ANCHORS MUST BE EMBEDDED IN THE EXISTING CONCRETE USING HILITI HIT-HY200 ADHESIVE OR EQUAL. THE

INSTALLATION MUST BE IN ACCORDANCE WITH MANUFACTURING RECOMMENDATIONS.

EL 163.00

SEE NOTE 9

" ADHESIVE ANCHORAGE,

SEE TYPICAL ANCHOR DETAIL

THIS SHEET

EL 168.00'

4" SCH 40 GALVANIZED

STEEL PIPE

E C

D J R

C

F i s t

S a v e d

B y

D

C

A

B

SHEET

IDENTIFICATION

1 2 3 4 5 6

E

US Army Corps of Engineers

SF202

T H

E

D

A L L E

S

L O

M

N A

V I G

A T

I O

N

L O

C K

U

T

E

C

O N

T R

O L S

G

U D

G E

O N

U P

S T

R E

T

E

C O

N C

R E

S T

A L

L A

T I O

N

S O

U T

H

L O

L L

J E

R O

M

A U

R S

E T

H

G

E C

D D

J D

G

E C

D M

D H

W

N

R

M A

T T

H E

W

D

H

A N

S O

N

P

E

F D

D N

S

F d w g

PORTLAND DISTRICT

SCALE: 1/2" = 1'-0"

U/S GATE ELEVATION VIEW - SOUTH LOCK WALL

NOTES:

1. SEE SHEET G-003 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.

2. SEE SHEET S-001 FOR CONCRETE GENERAL NOTES.

3. SEE SHEET G-004 FOR PROJECT SURVEY CONTROL INFORMATION.

4. SURFACE PREP CONCRETE SURFACES THAT WILL RECEIVE FRESH CONCRETE PER SPEC 03 30 53.00 25.

5. APPLY BONDING AGENT TO CONCRETE SURFACES THAT WILL RECEIVE FRESH CONCRETE PER SPEC 03 30 53.00 25.

6. METAL SURFACES NOT COVERED BY NEW CONCRETE SHALL BE GROUND SMOOTH AND A ZINC RICH PAINT MUST BE APPLIED.

7. THIS DRAWING SHOWS THE REQUIRED REPLACEMENT PLAN FOR THE GOVERNMENT'S ALTERNATIVE FOR GATE INSTALLATION. REFERENCE

SPECIFICATION 10 10 10.00 25 FOR FURTHER INFORMATION. DIMENSIONS ARE TO BE FIELD VERIFIED. THE GATE, MACHINERY, NOR REBAR ARE

SHOWN HERE. REFERENCE THE INFORMATIONAL DRAWINGS FOR MORE INFORMATION.

8. PERFORM A PULL PROOF TEST ON 5 ANCHORS ON EACH SIDE OF THE NAVLOCK TO 18.5 KIPS OF TENSION. NO ANCHOR TEST SHALL BE CLOSER

THAN 14' VERTICALLY AND 5' HORIZONTALLY. THE MAXIMUM LOAD THAT ANY ANCHOR SHALL SEE IS 18,500 LBS. IF ANY ANCHOR FAILSTHEN ALL

ANCHORS ON BOTH SIDES OF THE NAVLOCK SHALL BE TESTED. IF ANY ANCHOR FAILS THE THOSE ANCHORS SHALL BE REPLACED AT NO COST TO

THE GOVERNMENT AND SHALL BE TESTED AGAIN.

9. TYPICAL #7 STANDARD 180° HOOK ANCHORS MUST BE EMBEDDED IN THE EXISTING…