Amendment_1_Full_Size_Plans_W912ES19R0019_.pdf

PDF 3 MB Posted Aug 21, 2019

Attached to: Wild Rice River Structure Federal contract opportunity
Solicitation number: W912ES19R0019
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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Amendment 1 Full Size Plans W912ES19R0019

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File	Type	Posted
Amendment_3_W912ES19R0019.pdf	PDF	Sep 6, 2019
Amendment_2_W912ES19R0019.pdf	PDF	Aug 29, 2019
Amendment_2_Attachment_W912ES19R0019.pdf	PDF	Aug 29, 2019
Amendment_2_Revised_Specifications_W912ES19R0019.pdf	PDF	Aug 29, 2019
Amendment_1_Revised_Specifications_W912ES19R0019_.pdf	PDF	Aug 21, 2019
Amendment_1_Half_Size_Plans_W912ES19R0019_.pdf	PDF	Aug 21, 2019
Amendment_1_W912ES19R0019.pdf	PDF	Aug 21, 2019
Wild_Rice_RFP_with_Specifications_W912ES19R0019.pdf	PDF	Jul 22, 2019
Wild_Rice_Half-Size_Plans_W912ES19R0019.pdf	PDF	Jul 22, 2019
Wild_Rice_Full-Size_Plans_W912ES19R0019.pdf	PDF	Jul 22, 2019

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

DESCRIPTION

CONSTRUCTION DRAWING INDEX

REF.

SHEET

DRAWING NO.

AS-BUILT

PRODUCT I.D.

EI562

EI561

EI560

EI550

EI540

EI527

EI526

EI525

EI524

EI523

EI522

EI521

EI520

EI519

EI518

EI517

EI516

EI515

EI514

EI513

EI512

EI511

EI510

E-606

E-605

E-604

E-600

E-505

E-503

E-502

E-501

E-500

E-120

E-118

E-116

E-115

E-110

E-109

E-108

E-107

E-106

E-105

E-104

E-103

E-102

E-100

E-001

MB515

MB514

MB513

MB512

MB511

MB510

MB509

MB508

MB507

MB506

MB505

MB504

MB503

MB502

MB501

MB301

MB103

MB102

MB101

MB001

M-601

M-101

M-001

A-400

A-300

A-200

A-100

SJ201

SJ200

SJ100

ST601

ST501

ST401

ST302

ST301

ST202

ST201

ST200

SN501

SN500

SN103

SN102

SN101

SN002

SN001

SL701

SL506

SL505

SL504

SL503

SL502

SL501

SL204

SL203

SL202

SL201

SG706

SG705

SG704

SG703

SG702

SG701

SG424

SG423

SG422

SG421

SG420

SG419

SG418

SG417

SG416

SG415

SG414

SG413

SG412

SG411

SG410

SG409

SG408

SG407

SG406

SG405

SG404

SG403

SG402

SG401

SG302

SG301

SG208

SG207

SG206

SG205

SG204

SG203

SG202

SG201

SB503

SB502

SB501

SB308

SB307

SB306

SB305

SB304

SB303

SB302

SB301

SB204

SB203

SB202

SB201

SB102

SB101

SA501

SA103

SA102

SA101

SS503

SS502

SS501

SS101

S-568

S-567

S-566

S-565

S-564

S-563

S-562

S-561

S-560

S-559

S-558

S-557

S-556

S-555

S-554

S-553

S-552

S-551

S-550

S-549

S-548

S-547

S-546

S-545

S-544

S-543

S-542

S-541

S-540

S-539

S-538

S-537

S-536

S-535

S-534

S-533

S-532

S-531

S-530

S-529

S-528

S-527

S-526

S-525

S-524

S-523

S-522

S-521

S-520

S-519

S-518

S-517

S-516

S-515

S-514

S-513

S-512

S-511

S-510

S-509

S-508

S-507

S-506

S-505

S-504

S-503

S-502

S-501

S-500

S-417

S-416

S-415

S-414

S-413

S-412

S-411

S-410

S-409

S-408

S-407

S-406

S-405

S-404

S-403

S-402

S-401

S-400

S-202

S-201

S-101

S-004

S-003

S-002

S-001

CS603

CS602

CS601

CS505

CS504

CS503

CS502

CS501

CS404

CS403

CS402

CS401

CS304

CS303

CS302

CS301

CS205

CS204

CS203

CS202

CS201

CS104

CS103

CS102

CS101

CP101

CE503

CE502

CE501

CE101

CC501

CC401

CC301

CC101

CD101

B-205

B-204

B-203

B-202

B-201

B-101

GC101

G-101

G-006

G-005

G-004

G-003

G-002

G-001

PLC HMI LEVEL GAUGES CALIBRATION SCREEN

PLC HMI TAINTER GATE CALIBRATION SCREEN

PLC HMI GATE POSITION AND GAUGE LEVEL SCREEN

GATE OPERATOR STATION DETAILS

HOIST LIMIT SWITCH/ENCODER DETAILS

MAIN PANEL CCTV ETHERNET AND COMPUTER

MAIN PANEL GATE CCTV CAMERA SYSTEM

MAIN PANEL GATE RESOLVER ANALOG INPUTS

MAIN PANEL PLC DISCRETE OUTPUTS

MAIN PANEL PLC DISCRETE INPUTS - 2

MAIN PANEL PLC DISCRETE INPUTS - 1

PLC POWER SUPPLY AND CPU

MAIN PANEL GATE - HOIST RELAYS AND PANEL LAMPS

OUTDOOR LIGHTING AND CONTROLS

MAIN PANEL GATE HOIST HEATERS HORNS STROBES

MAIN PANEL RECEPTACLES HEATERS INTERIOR LIGHTS

MAIN PANEL GATE SEAL HEATER CONTROLS

MAIN PANEL GATE 2 HOIST CONTROLS

MAIN PANEL GATE 1 HOIST CONTROLS

MAIN PANEL PP1 AND LIGHTING TRANSFORMER

MAIN PANEL INCOMING AND POWER METER

MAIN PANEL NAMEPLATE DETAILS

MAIN PANEL ENCLOSURE LAYOUT

CONDUIT AND CIRCUIT SCHEDULE SHEET 3 OF 3

CONDUIT AND CIRCUIT SCHEDULE SHEET 2 OF 3

CONDUIT AND CIRCUIT SCHEDULE SHEET 1 OF 3

ELECTRICAL PANELBOARD AND FIXTURE SCHEDULES

ELECTRICAL HANDHOLE DETAILS

MISCELLANEOUS ELECTRICAL DETAILS

CONTROL STRUCTURE GROUNDING DETAILS

MISCELLANEOUS ELECTRICAL DETAILS

LIGHT FIXTURES AND DETAILS

CONTROL BUILDING LIGHTNING PROTECTION

CONTROL BUILDING SERVICE GROUND

GATE AREA GROUNDING VIEW

STRUCTUR GROUNDING PROFILE

CONTROL BUILDING POWER AND LIGHTING PLANS

SITE ELECTRICAL AT ABUTMENTS AND DETAIL

SITE ELECTRICAL AT ANCHOR GALLERY ABUTMENTS

SITE ELECTRICAL AT ANCHOR GALLERY OF PIER

SITE ELECTRICAL EAST DAM WALL

SITE ELECTRICAL GATE 2 AREA

SITE ELECTRICAL GATE 1 AREA

SITE ELECTRICAL WEST DAM WALL

SITE ELECTRICAL UTILITIES

ELECTRICAL ONE LINE DIAGRAM

CONTROL STRUCTURE ELECTRICAL SYMBOLS AND ABBREVIATIONS

ELECTRICAL DRAWINGS

SIDE SEAL HEATERS DETAILS

TAINTER GATE CONNECTION DETAILS 2

TAINTER GATE CONNECTION DETAILS 1

TAINTER GATE CONNECTION ASSEMBLY

TAINTER GATE OPERATING MACHINERY WORM GEAR SPEED REDUCER DETAILS

TAINTER GATE OPERATING MACHINERY HOIST DRUM DETAILS 6

TAINTER GATE OPERATING MACHINERY HOIST DRUM DETAILS 5

TAINTER GATE OPERATING MACHINERY HOIST DRUM DETAILS 4

TAINTER GATE OPERATING MACHINERY HOIST DRUM DETAILS 3

TAINTER GATE OPERATING MACHINERY HOIST DRUM DETAILS 2

TAINTER GATE OPERATING MACHINERY HOIST DRUM DETAILS 1

TAINTER GATE OPERATING MACHINERY DRUM ASSEMBLY EXPLODED AND ISOMETRIC

TAINTER GATE OPERATING MACHINERY PARALLEL SPEED REDUCER DETAILS

TAINTER GATE OPERATING MACHINERY OPEN GEARING DETAILS

TAINTER GATE OPERATING MACHINERY LINESHAFT ASSEMBLY AND DETAILS

TAINTER GATE OPERATING MACHINERY REQUIREMENTS FOR MACHINERY BASES

TAINTER GATE OPERATING MACHINERY EQUIPMENT LOCATION REQUIREMENTS

TAINTER GATE OPERATING MACHINERY HOIST EQUIPMENT LAYOUT

TAINTER GATE OPERATING MACHINERY GENERAL LAYOUT

TAINTER GATE OPERATING MACHINERY MECHANICAL GENERAL NOTES

CONTROL BUILDING MECHANICAL SCHEDULES

CONTROL BUILDING MECHANICAL EQUIPMENT LAYOUT

CONTROL BUILDING MECHANICAL MECHANICAL GENERAL NOTES

MECHANICAL DRAWINGS

CONTROL BUILDING DETAILS

CONTROL BUILDING ARCHITECTURAL BUILDING SECTIONS

CONTROL BUILDING ARCHITECTURAL ELEVATIONS

CONTROL BUILDING ARCHITECTURAL FLOOR PLAN

ARCHITECTUAL DRAWINGS

CONTROL BUILDING REINFORCEMENT ELEVATION & DETAILS

CONTROL BUILDING REINFORCEMENT PLAN & ELEVATIONS

CONTROL BUILDING ANCHOR PLAN, SECTION, & DETAIL

TRUNNION GIRDER PIER ANCHORAGE TENSIONING SEQUENCE

TRUNNION GIRDER AND PIER ANCHORAGE BEARING AND ANCHOR PLATE DETAILS

TRUNNION GIRDER AND PIER ANCHORAGE DETAILS

ABUTMENT AND PIER GENERAL ZONE REINFORCEMENT

TRUNNION GIRDER REINFORCEMENT SECTION

CONCEPTUAL ABUTMENT AND PIER ANCHORAGE SUPPORTS ELEVATION AND SECTION

TRUNNION GIRDER, ABUTMENT AND PIER ANCHORAGE ELEVATION AND SECTION

ISOMETRIC ANCHORAGE GIRDER, ABUTMENT, AND PIER

DEWATERING SYSTEM SECTIONS & DETAILS

DEWATERING SYSTEM ELEVATION & DETAILS

DEWATERING SYSTEM GIRDER TRUSS PLAN, ELEVATIONS & SECTION

DEWATERING SYSTEM PANELS PLAN, ELEVATIONS, SECTION & DETAIL

DEWATERING SYSTEM GIRDERS PLAN & ELEVATIONS

DEWATERING SYSTEM NOTES AND RECOMMENDED DEWATERING DEPLOYMENT SEQUENCE

DEWATERING SYSTEM ISO

ANCHOR GALLERY CONSTRUCTION SEQUENCE

ANCHOR GALLERY MISC. DETAILS

ANCHOR GALLERY SECTIONS AND DETAILS

ANCHOR GALLERY REINFORCEMENT SECTIONS AND DETAILS

TAINTER GATE GALLERY ACCESS HATCH PLAN AND ELEVATION

ANCHOR GALLERY MIDDLE PIER

ANCHOR GALLERY ABUTMENT

ANCHOR GALLERY ABUTMENT AND PIER ISO

TAINTER GATE MEMBER IDENTIFICAITON

TAINTER GATE INSTALLATION SURVEY POINTS

ESTABLISHING TRUNNION ALIGNMENT INTHE FIELD DATUMS A, B, AND C TOLERANCES

TAINTER GATE AND TRUNNION ASSEMBLY FABRICATION SHOP TOLERANCES

TAINTER GATE LOAD CASES 2 OF 2

TAINTER GATE LOAD CASES 1 OF 2

PLATFROM DETAILS 2 OF 2

PLATFROM DETAILS 1 OF 2

PLATFROM PLAN AND ELEVATION

TAINTER GATE TAINTER GATE DOGGING ASSEMBLY DETAILS 4 OF 4

TAINTER GATE TAINTER GATE DOGGING ASSEMBLY DETAILS 3 OF 4

TAINTER GATE TAINTER GATE DOGGING ASSEMBLY DETAILS 2 OF 4

TAINTER GATE TAINTER GATE DOGGING ASSEMBLY DETAILS 1 OF 4

TAINTER GATE EMBED PLATE DETAILS EMBED PLATE DETAILS

TAINTER GATE TRUNNION ASSEMBLY DETAILS 4 OF 4

TAINTER GATE TRUNNION ASSEMBLY DETAILS 3 OF 4

TAINTER GATE TRUNNION ASSEMBLY DETAILS 2 OF 4

TAINTER GATE TRUNNION ASSEMBLY DETAILS 1 OF 4

TAINTER GATE TRANSITION HUB DETAILS

TAINTER GATE SEAL DETAILS 2 OF 2

TAINTER GATE SEAL DETAILS 1 OF 2

EMBED PLATES BLOCKOUT REINFORCING DETAILS

TAINTER GATE EMBED PLATE DETAILS 2 OF 2

TAINTER GATE EMBED PLATE DETAILS 1 OF 2

TAINTER GATE SIDE BUMPER AND MISC. DETAILS

TAINTER GATE DOGGING DEVICE DETAILS

TAINTER GATE LIFTING BRACKET DETAILS

TAINTER GATE CROSS BRACING CONNECTION DETAILS

TAINTER GATE GIRDER AND SKIN PLATE DETAILS

TAINTER GATE GUSSET PLATE DETAILS

TAINTER GATE SHOP FABRICATION & FIELD WELDS

TAINTER GATE ORIENTATION AND DIMENSIONAL LAYOUT

TAINTER GATE ELEVATION VIEW GATE POSITION

TAINTER GATE DOGGING ACCESS PLATFORM PLAN & ELEVATION

HEATER ASSEMBLEY EXPLODED VIEW

TAINTER GATE SIDE EMBED PLATES

TAINTER GATE SIDE ELEVATION VIEW STRUT ARM ASSEMBLY

TAINTER GATE DOWNSTERAM ELEVATION

TAINTER GATE SIDE ELEVATION VIEW STRUT ARM ASSEMBLY

TAINTER GATE ELEVATION AND SECTION

DAM WALL APPROACH GUARDRAIL DETAILS 2 OF 2

DAM WALL APPROACH GUARDRAIL DETAILS 1 OF 2

DAM WALL LIGHT POLE PEDESTAL DETAILS

DAM WALL BRIDGE DECK BARRIER REINFORCEMENT DETAILS AND RAIL DETAILS

DAM WALL BRIDGE DECK BARRIER REINFORCEMENT ELEVATION, SECTIONS, AND DETAILS

DAM WALL BRIDGE DECK MISCELLANEOUS DETAILS

DAM WALL BRIDGE DECK REINFORCEMENT PLAN & SECTION

DAM WALL BRIDGE PIER REINFORCEMENT (M1 & M10)

DAM WALL BRIDGE PIER REINFORCEMENT (M2-M9)

DAM WALL REINFORCEMENT SECTIONS

DAM WALL APPROACH SLAB

DAM WALL JOINTS

DAM WALL MONOLITH 1 & 10 ELEVATIONS AND SECTIONS

DAM WALL MONOLITH 2 & 9 ELEVATIONS AND SECTIONS

DAM WALL MONOLITH 3-8 ELEVATIONS AND SECTIONS

EAST DAM WALLS FOUNDATION PLAN

WEST DAM WALLS FOUNDATION PLAN

APPROACH WALLS DETAILS

APPROACH WALLS MONOLITH A3

APPROACH WALLS MONOLITH A2

APPROACH WALLS MONOLITH A1

SIGNAGE DETAILS 3 OF 3

SIGNAGE DETAILS 2 OF 3

SIGNAGE DETAILS 1 OF 3

GENERAL SIGN PLAN

STAIRS, PLATFORM, AND GUARDRAIL DETAILS SHEET 6 OF 6

STAIRS, PLATFORM, AND GUARDRAIL DETAILS SHEET 5 OF 6

STAIRS, PLATFORM, AND GUARDRAIL DETAILS SHEET 4 OF 6

STAIRS, PLATFORM, AND GUARDRAIL DETAILS SHEET 3 OF 6

STAIRS, PLATFORM, AND GUARDRAIL DETAILS SHEET 2 OF 6

STAIRS, PLATFORM, AND GUARDRAIL DETAILS SHEET 1 OF 6

ABUTMENT SECURITY FENCE AND PIER TUNNEL GATE PLAN AND ELEVATIONS

MECHANICAL PLATFORM, ABUTMENTS, AND PIER GUARDRAILS ELEVATION

PIER GUARDRAIL PLANS

MECHANICAL PLATFORM HANDRAIL PLAN

TRUNNION ALTERNATING ACCESS STAIRS ELEVATIONS

TRUNNION ALTERNATING ACCESS STAIRS PLANS

PIER STAIRS ELEVATION

PIER STAIRS PLAN AND ELEVATION

ABUTMENT PLATFORM SECTIONS

ABUTMENT STAIRS PLATFORM - SHEET 2 OF 2

ABUTMENT STAIRS PLATFORM - SHEET 1 OF 2

ABUTMENT STAIRS BOTTOM - SHEET 2 OF 2

ABUTMENT STAIRS BOTTOM - SHEET 1 OF 2

ABUTMENT STAIRS TOP - SHEET 2 OF 2

ABUTMENT STAIRS TOP - SHEET 1 OF 2

STAIRS, PLATFORMS, AND GUARDRAILS PLAN

CRANE PAD AND DEWATERING SYSTEM STORAGE

VEHICLE SERVICE BRIDGE DESIGN CRANE INFORMATION

VSB CRANE OPERATION

EXPANSION JOINT DETAILS

PRESTRESSED BEAM BEARING DETAILS

STRUCTURAL DETAILS 2 SOLE PLATE & STEEL INTERMEDIATE DIAPHRAGM DETAILS

MECHANICAL PLATFORM BRIDGE CONCRETE END DIAPHRAGM

MECHANICAL PLATFORM BRIDGE DECK SECTION

MECHANICAL PLATFORM BRIDGE DECK LAYOUT

STRUCTURAL DETAILS MP - SPANS 1 & 2 PRESTRESSED CONCRETE BEAMS

MECHANICAL PLATFORM BRIDGE FRAMING PLAN

REINFORCEMENT DETAILS BAR BENDS

BARRIER DETAILS

VEHICLE SERVICE BRIDGE BARRIER LAYOUT

VEHICLE SERVICE BRIDGE CONCRETE END DIAPHRAGM

VEHICLE SERVICE BRIDGE DECK SECTION

VEHICLE SERVICE BRIDGE DECK LAYOUT

STRUCTURAL DETAILS VEHICLE SERVICE BRIDGE - SPANS 1 & 2 PRESTRESSED CONCRETE BEAMS

VEHICLE SERVICE BRIDGE FRAMING PLAN

WILD RICE RIVER STRUCTURE INSTRUMENTATION PLAN

AESTHETICS - 2

AESTHETICS - 1

WATER STOP AND JOINT DETAILS - 2

WATER STOP AND JOINT DETAILS - 1

CONTROL STRUCTURE JOINT LAYOUT PLAN VIEW

PIER AND ABUTMENT NOSE ARMOR DETAILS

ABUTMENT, PIER AND CONTROL STRUCTURE FOUNDATION ARMORING

PIER TUNNEL REINFORCING DETAILS

PIER REINFORCEMENT SECTIONS

PIER REINFORCEMENT ELEVATION

ABUTMENT REINFORCEMENT SECTIONS

CONTROL STRUCTURE SLAB REINFORCEMENT SECTIONS

DENTATED END SILL REINFORCEMENT STILLING BASIN #2

STILLING BASIN #1 AND #2 REINFORCEMENT

STILLING BASIN 2 REINFORCEMENT

STILLING BASIN 1 REINFORCEMENT

FOUNDATION SLAB REINFORCEMENT

CONTROL STRUCTURE FOUNDATION REINFORCEMENT

APPROACH APRON REINFORCEMENT

PIER GEOMETRY PLAN VIEW & SECTION

PIER GEOMETRY

ABUTMENT GEOMETRY SECTIONS

ABUTMENT GEOMETRY PLAN VIEW

ABUTMENT LAND SIDE GEOMETRY

ABUTMENT CHANNEL SIDE GEOMETRY

CONTROL STRUCTURE FOUNDATION GEOMETRY

PILE DETAILS

STILLING BASIN #2 DENTATED END SILL GEOMETRY

STILLING BASIN #2 PILE LAYOUT

STILLING BASIN #2 PILE GRID SYSTEM

STILLING BASIN #1 PILE GRID AND PILE LAYOUT

STILLING BASIN #1 PILE GRID SYSTEM

CONTROL STRUCTURE FOUNDATION PILE LAYOUT

CONTROL STRUCTURE FOUNDATION PILE GRID LAYOUT

APPROACH APRON SLOPE PAVING PILE GRID SYSTEM

APPROACH APRON PILE GRID LAYOUT

ABUTMENT AND PIER ELEVATION VIEW

CONTROL STRUCTURE ELEVATION VIEW

WILD RICE RIVER STRUCTURE PLAN VIEW

CONTROL STRUCTURE ISOMETRIC VIEW

CONTROL STRUCTURE WITH DAM WALL ISOMETRIC VIEW

STRUCTURAL NOTES 2 OF 2

STRUCTURAL NOTES - 1 OF 2

STRUCTURAL DRAWINGS

WORK LIMITS CONTROL TABLE

HORIZONTAL CONTROL TABLES 2 OF 2

HORIZONTAL CONTROL TABLES 1 OF 2

DETAILS CLEANOUT MANHOLE

DETAILS TOE DRAIN

DETAILS TURF REINFORCEMENT MAT

DETAILS MAINTANENCE ROAD, RIPRAP AND INSPECTION TRENCH

DETAILS GATE DETAILS

DETAIL PLAN ROADWAY EAST TURN AROUND

DETAIL PLAN DAM EMBANKMENT AND ENGINEERED CHANNEL

DETAIL PLAN ENGINEERED CHANNEL & BORROW DITCH

DETAIL PLAN ROADWAY

SECTION M

TYPICAL SECTIONS G, H, I, J AND K

TYPICAL SECTIONS D, E AND F

TYPICAL SECTIONS A, B AND C

PROFILE COFFERDAMS

PROFILE ACCESS ROADS

PROFILE ENGINEERED CHANNEL

PROFILE DAM EMBANKMENT, BORROW DITCH AND DRAINAGE DITCH

PROFILE DAM EMBANKMENT

PLAN ENGINEERED CHANNEL AND DAM EMBANKMENT

PLAN DAM EMBANKMENT

PLAN DAM EMBANKMENT BASE

PLAN DAM EMBANKMENT OPTION

PLAN TEMPORARY TRAFFIC CONTROL

PILE LOAD TEST SCHEDULE

PILE LOAD TENSION TEST

COMPRESSION TEST

PILE LOAD TEST PLAN AND SECTION

DETAILS PRELOAD

PRE-LOAD WICK DRAIN LAYOUT

PRELOAD TYPICAL SECTIONS A

PRELOAD PLAN

PLAN DEMOLITIONS

CIVIL/SITE DRAWINGS

BORING LOGS 14-220M, 14-221M, AND 17-295M/MU

BORING LOGS 14-217M, 14-218M, AND 14-219M

BORING LOGS 14-214M/MU/D, 14-215M, AND 14-216M

BORING LOGS 14-207M/MU, 14-212M, AND 14-213M/MU

BORING LOGS 17-299MU

GENERAL PLAN BORING LOCATION PLAN

GEOTECHNICAL DRAWINGS

PLAN CONSTRUCTION STAGING, WORK LIMITS, AND STOCKPILE LOCATIONS

GENERAL PLAN

INDEX 4 OF 4

INDEX 3 OF 4

INDEX 2 OF 4

GENERAL NOTES, LEGEND AND INDEX

LOCATION AND VICINITY MAP VERTICAL AND HORIZONTAL CONTROL POINT INFORMATION

COVER SHEET

GENERAL DRAWINGS

FMMWRCS_EI562---.DGN

FMMWRCS_EI561---.DGN

FMMWRCS_EI560---.DGN

FMMWRCS_EI550---.DGN

FMMWRCS_EI540---.DGN

FMMWRCS_EI527---.DGN

FMMWRCS_EI526---.DGN

FMMWRCS_EI525---.DGN

FMMWRCS_EI524---.DGN

FMMWRCS_EI523---.DGN

FMMWRCS_EI522---.DGN

FMMWRCS_EI521---.DGN

FMMWRCS_EI520---.DGN

FMMWRCS_EI519---.DGN

FMMWRCS_EI518---.DGN

FMMWRCS_EI517---.DGN

FMMWRCS_EI516---.DGN

FMMWRCS_EI515---.DGN

FMMWRCS_EI514---.DGN

FMMWRCS_EI513---.DGN

FMMWRCS_EI512---.DGN

FMMWRCS_EI511---.DGN

FMMWRCS_EI510---.DGN

FMMWRCS_E-606---.DGN

FMMWRCS_E-605---.DGN

FMMWRCS_E-604---.DGN

FMMWRCS_E-600---.DGN

FMMWRCS_E-505---.DGN

FMMWRCS_E-503---.DGN

FMMWRCS_E-502---.DGN

FMMWRCS_E-501---.DGN

FMMWRCS_E-500---.DGN

FMMWRCS_E-120---.DGN

FMMWRCS_E-118---.DGN

FMMWRCS_E-116---.DGN

FMMWRCS_E-115---.DGN

FMMWRCS_E-110---.DGN

FMMWRCS_E-109---.dgn

FMMWRCS_E-108---.DGN

FMMWRCS_E-107---.dgn

FMMWRCS_E-106---.DGN

FMMWRCS_E-105---.DGN

FMMWRCS_E-104---.DGN

FMMWRCS_E-103---.DGN

FMMWRCS_E-102---.DGN

FMMWRCS_E-100---.DGN

FMMWRCS_E-001---.DGN

FMMWRCS_MB515XXX.dgn

FMMWRCS_MB514XXX.dgn

FMMWRCS_MB513XXX.dgn

FMMWRCS_MB512XXX.dgn

FMMWRCS_MB511XXX.dgn

FMMWRCS_MB510XXX.dgn

FMMWRCS_MB509XXX.dgn

FMMWRCS_MB508XXX.dgn

FMMWRCS_MB507XXX.dgn

FMMWRCS_MB506XXX.dgn

FMMWRCS_MB505XXX.dgn

FMMWRCS_MB504XXX.dgn

FMMWRCS_MB503XXX.dgn

FMMWRCS_MB502XXX.dgn

FMMWRCS_MB501XXX.dgn

FMMWRCS_MB301XXX.dgn

FMMWRCS_MB103XXX.dgn

FMMWRCS_MB102XXX.dgn

FMMWRCS_MB101XXX.dgn

FMMWRCS_MB001XXX.dgn

FMMWRCS_M-601XXX.dgn

FMMWRCS_M-101XXX.dgn

FMMWRCS_M-001XXX.dgn

FMMWRCS_A-400---.dgn

FMMWRCS_A-300---.dgn

FMMWRCS_A-200---.dgn

FMMWRCS_A-100---.dgn

FMMWRCS_SJ201---.dgn

FMMWRCS_SJ200---.dgn

FMMWRCS_SJ100---.dgn

FMMWRCS_ST601---.dgn

FMMWRCS_ST501---.dgn

FMMWRCS_ST401---.dgn

FMMWRCS_ST302---.dgn

FMMWRCS_ST301---.dgn

FMMWRCS_ST202---.dgn

FMMWRCS_ST201---.dgn

FMMWRCS_ST200---.dgn

FMMWRCS_SN501---.dgn

FMMWRCS_SN500---.dgn

FMMWRCS_SN103---.dgn

FMMWRCS_SN102---.dgn

FMMWRCS_SN101---.dgn

FMMWRCS_SN002---.dgn

FMMWRCS_SN001---.dgn

FMMWRCS_SL701---.dgn

FMMWRCS_SL506---.dgn

FMMWRCS_SL505---.dgn

FMMWRCS_SL504---.dgn

FMMWRCS_SL503---.dgn

FMMWRCS_SL502---.dgn

FMMWRCS_SL501---.dgn

FMMWRCS_SL204---.dgn

FMMWRCS_SL203---.dgn

FMMWRCS_SL202---.dgn

FMMWRCS_SL201---.dgn

FMMWRCS_SG706---.dgn

FMMWRCS_SG705---.dgn

FMMWRCS_SG704---.dgn

FMMWRCS_SG703---.dgn

FMMWRCS_SG702---.dgn

FMMWRCS_SG701---.dgn

FMMWRCS_SG424---.dgn

FMMWRCS_SG423---.dgn

FMMWRCS_SG422---.dgn

FMMWRCS_SG421---.dgn

FMMWRCS_SG420---.dgn

FMMWRCS_SG419---.dgn

FMMWRCS_SG418---.dgn

FMMWRCS_SG417---.dgn

FMMWRCS_SG416---.dgn

FMMWRCS_SG415---.dgn

FMMWRCS_SG414---.dgn

FMMWRCS_SG413---.dgn

FMMWRCS_SG412---.dgn

FMMWRCS_SG411---.dgn

FMMWRCS_SG410---.dgn

FMMWRCS_SG409---.dgn

FMMWRCS_SG408---.dgn

FMMWRCS_SG407---.dgn

FMMWRCS_SG406---.dgn

FMMWRCS_SG405---.dgn

FMMWRCS_SG404---.dgn

FMMWRCS_SG403---.dgn

FMMWRCS_SG402---.dgn

FMMWRCS_SG401---.dgn

FMMWRCS_SG302---.dgn

FMMWRCS_SG301---.dgn

FMMWRCS_SG208---.dgn

FMMWRCS_SG207---.dgn

FMMWRCS_SG206---.dgn

FMMWRCS_SG205---.dgn

FMMWRCS_SG204---.dgn

FMMWRCS_SG203---.dgn

FMMWRCS_SG202---.dgn

FMMWRCS_SG201---.dgn

FMMWRCS_SB503---.dgn

FMMWRCS_SB502---.dgn

FMMWRCS_SB501---.dgn

FMMWRCS_SB308---.dgn

FMMWRCS_SB307---.dgn

FMMWRCS_SB306---.dgn

FMMWRCS_SB305---.dgn

FMMWRCS_SB304---.dgn

FMMWRCS_SB303---.dgn

FMMWRCS_SB302---.dgn

FMMWRCS_SB301---.dgn

FMMWRCS_SB204---.dgn

FMMWRCS_SB203---.dgn

FMMWRCS_SB202---.dgn

FMMWRCS_SB201---.dgn

FMMWRCS_SB102---.dgn

FMMWRCS_SB101---.dgn

FMMWRCS_SA501---.dgn

FMMWRCS_SA103---.dgn

FMMWRCS_SA102---.dgn

FMMWRCS_SA101---.dgn

FMMWRCS_SS503---.dgn

FMMWRCS_SS502---.dgn

FMMWRCS_SS501---.dgn

FMMWRCS_SS101---.dgn

FMMWRCS_S-568---.dgn

FMMWRCS_S-567---.dgn

FMMWRCS_S-566---.dgn

FMMWRCS_S-565---.dgn

FMMWRCS_S-564---.dgn

FMMWRCS_S-563---.dgn

FMMWRCS_S-562---.dgn

FMMWRCS_S-561---.dgn

FMMWRCS_S-560---.dgn

FMMWRCS_S-559---.dgn

FMMWRCS_S-558---.dgn

FMMWRCS_S-557---.dgn

FMMWRCS_S-556---.dgn

FMMWRCS_S-555---.dgn

FMMWRCS_S-554---.dgn

FMMWRCS_S-553---.dgn

FMMWRCS_S-552---.dgn

FMMWRCS_S-551---.dgn

FMMWRCS_S-550---.dgn

FMMWRCS_S-549---.dgn

FMMWRCS_S-548---.dgn

FMMWRCS_S-547---.dgn

FMMWRCS_S-546---.dgn

FMMWRCS_S-545---.dgn

FMMWRCS_S-544---.dgn

FMMWRCS_S-543---.dgn

FMMWRCS_S-542---.dgn

FMMWRCS_S-541---.dgn

FMMWRCS_S-540---.dgn

FMMWRCS_S-539---.dgn

FMMWRCS_S-538---.dgn

FMMWRCS_S-537---.dgn

FMMWRCS_S-536---.dgn

FMMWRCS_S-535---.dgn

FMMWRCS_S-534---.dgn

FMMWRCS_S-533---.dgn

FMMWRCS_S-532---.dgn

FMMWRCS_S-531---.dgn

FMMWRCS_S-530--.dgn

FMMWRCS_S-529---.dgn

FMMWRCS_S-528---.dgn

FMMWRCS_S-527---.dgn

FMMWRCS_S-526---.dgn

FMMWRCS_S-525---.dgn

FMMWRCS_S-524---.dgn

FMMWRCS_S-523---.dgn

FMMWRCS_S-522---.dgn

FMMWRCS_S-521---.dgn

FMMWRCS_S-520---.dgn

FMMWRCS_S-519---.dgn

FMMWRCS_S-518---.dgn

FMMWRCS_S-517---.dgn

FMMWRCS_S-516---.dgn

FMMWRCS_S-515---.dgn

FMMWRCS_S-514---.dgn

FMMWRCS_S-513---.dgn

FMMWRCS_S-512---.dgn

FMMWRCS_S-511---.dgn

FMMWRCS_S-510---.dgn

FMMWRCS_S-509---.dgn

FMMWRCS_S-508---.dgn

FMMWRCS_S-507---.dgn

FMMWRCS_S-506---.dgn

FMMWRCS_S-505---.dgn

FMMWRCS_S-504---.dgn

FMMWRCS_S-503---.dgn

FMMWRCS_S-502---.dgn

FMMWRCS_S-501---.dgn

FMMWRCS_S-500---.dgn

FMMWRCS_S-417---.dgn

FMMWRCS_S-416---.dgn

FMMWRCS_S-415---.dgn

FMMWRCS_S-414---.dgn

FMMWRCS_S-413---.dgn

FMMWRCS_S-412---.dgn

FMMWRCS_S-411---.dgn

FMMWRCS_S-410---.dgn

FMMWRCS_S-409---.dgn

FMMWRCS_S-408---.dgn

FMMWRCS_S-407---.dgn

FMMWRCS_S-406---.dgn

FMMWRCS_S-405---.dgn

FMMWRCS_S-404---.dgn

FMMWRCS_S-403---.dgn

FMMWRCS_S-402---.dgn

FMMWRCS_S-401--.dgn

FMMWRCS_S-400---.dgn

FMMWRCS_S-202---.dgn

FMMWRCS_S-201---.dgn

FMMWRCS_S-101---.dgn

FMMWRCS_S-004---.dgn

FMMWRCS_S-003---.dgn

FMMWRCS_S-002---.dgn

FMMWRCS_S-001---.dgn

FMMWRCS_CS603---.dgn

FMMWRCS_CS602---.dgn

FMMWRCS_CS601---.dgn

FMMWRCS_CS505---.dgn

FMMWRCS_CS504---.dgn

FMMWRCS_CS503---.dgn

FMMWRCS_CS502---.dgn

FMMWRCS_CS501---.dgn

FMMWRCS_CS404---.dgn

FMMWRCS_CS403---.dgn

FMMWRCS_CS402---.dgn

FMMWRCS_CS401---.dgn

FMMWRCS_CS304---.dgn

FMMWRCS_CS303---.dgn

FMMWRCS_CS302---.dgn

FMMWRCS_CS301---.dgn

FMMWRCS_CS205---.dgn

FMMWRCS_CS204---.dgn

FMMWRCS_CS203---.dgn

FMMWRCS_CS202---.dgn

FMMWRCS_CS201---.dgn

FMMWRCS_CS104---.dgn

FMMWRCS_CS103---.dgn

FMMWRCS_CS102---.dgn

FMMWRCS_CS101---.dgn

FMMWRCS_CP101---.dgn

FMMWRCS_CE503---.dgn

FMMWRCS_CE502---.dgn

FMMWRCS_CE501---.dgn

FMMWRCS_CE101---.dgn

FMMWRCS_CC501---.dgn

FMMWRCS_CC401---.dgn

FMMWRCS_CC301---.dgn

FMMWRCS_CC101---.dgn

FMMWRCS_CD101---.dgn

FMMWRCS_B-205---.dgn

FMMWRCS_B-204---.dgn

FMMWRCS_B-203---.dgn

FMMWRCS_B-202---.dgn

FMMWRCS_B-201---.dgn

FMMWRCS_B-101---.dgn

FMMWRCS_GC101---.dgn

FMMWRCS_G-101---.dgn

FMMWRCS_G-006---.dgn

FMMWRCS_G-005---.dgn

FMMWRCS_G-004---.dgn

FMMWRCS_G-003---.dgn

FMMWRCS_G-002---.dgn

FMMWRCS_G-001---.dgn

DESCRIPTIONDRAWING NO. PRODUCT I.D.

REFERENCE DRAWING INDEX

#REF!

Z2-22

WRRS_RATINGCURVE_QF

WILD RICE HYDROS

WILD RICE DUR2

WILD RICE DUR1

#REF!

FLOW DURATION CURVES JAN-JUNE

REFERENCE DRAWING HEADING

HYDROGRAPHS

STORM WATER PREVENTION PLAN DETAILS

ELEVATION-FLOW RATING CURVE AND FLOW-FREQUENCY CURVE

FLOW HYDROGRAPHS 2007-2016

FLOW DURATION CURVES JULY-DEC

FLOW DURATION CURVES JAN-JUNE

REFERENCE DRAWINGS

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

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S S -0 d g n

GENERAL NOTES: CONCRETE: STRUCTURAL STEEL:

E L E

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S-001

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D A

REINFORCEMENT:

CONTROL BUILDING GENERAL NOTES:

DAM WALL GENERAL NOTES:

D A

TRANSITIONS SUBJECT TO CONTRACTING OFFICER APPROVAL.

BARRIER. CONTRACTOR SHALL ADJUST SHEET PILE ALIGNMENT AT

SHEET PILE BETWEEN MONOLITHS SHALL FORM A CONTINUOUS SEEPAGE 3.

REFER TO SPECIFICATIONS FOR STABILIZATION SLAB REQUIREMENTS.2.

REFER TO SPECIFICATIONS FOR SHEET PILE REQUIREMENTS.1.

WINDOWS, LOUVERS, AND UTILITY PENETRATIONS.

THE EXACT LOCATIONS AND SIZES OF SLAB AND WALL OPENINGS FOR DOORS,

REFER TO ARCHITECTURAL / MECHANICAL / CIVIL / ELECTRICAL DRAWINGS FOR 2.

PRIOR TO ORDERING MATERIALS OR PROCEEDING WITH ANY PHASE OF WORK.

DRAWINGS OCCUR, NOTIFY THE CONTRACTING OFFICER FOR CLARIFICATION

CONFLICTS OF DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL

VERIFY ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS. IF ANY 1.

W E

THE CONTRACTING OFFICER.

12. FIELD BENDING OF REINFORCEMENT IS NOT ALLOWED UNLESS APPROVED BY

ALL BARS THAT WILL BE WELDED SHALL BE ASTM A706.11.

REINFORCING BARS IS NOT PERMITTED.

EXCEPT AS SPECIFICALLY INDICATED ON THE DRAWINGS, WELDING OF 10.

REINFORCEMENT HOOKS AND BENDS SHALL CONFORM TO ACI 318-14.9.

OTHERWISE IN THE DRAWINGS.

REINFORCING BARS SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS NOTED 8.

IN ACCORDANCE WITH ACI 318-14.

WHEN BARS OF DIFFERENT SIZES ARE SPLICED, THE SPLICE LENGTH SHALL BE 7.

NEXT ADJACENT LAP SPLICE.

SPLICED BARS MUST BE STAGGERED BY A MINIMUM DEVELOPMENT LENGTH TO

LENGTHS IN ACCORDANCE WITH TABLE 1 UNLESS OTHERWISE NOTED. LAP

PROVIDE EMBEDMENT OF CONCRETE REINFORCEMENT AND LAP SPLICE 6.

DISCONTINUED AT EXPANSION AND CONTRACTION JOINTS.

UNLESS OTHERWISE INDICATED, ALL REINFORCEMENT SHALL BE 5.

OFFICER.

REINFORCING SHOP DRAWINGS FOR APPROVAL OF THE CONTRACTING

THESE PLANS. SPLICE LOCATIONS AND LENGTHS SHALL BE SHOWN ON THE

REINFORCEMENT SPLICES MAY BE REQUIRED THAT ARE NOT SHOWN ON 4.

REVEALS.

E) CLEARANCE TO REINFORCEMENT EXCLUDES CONCRETE FORMLINER OR

D) UNFORMED SURFACES IN CONTACT WITH SOIL: 4"

24": 3"

C) EXTERIOR SURFACES OF SECTIONS GREATER THAN 12", BUT LESS THAN

B) EXTERIOR SURFACES OF SECTIONS EQUAL TO OR GREATER THAN 24": 4"

STILLING BASIN #1, STILLING BASIN #2 TOP AND SIDE COVER: 6"

A) APPROACH APRON, SLOPE PROTECTION SLAB, CONTROL STRUCTURE,

OTHERWISE, IN THE PLANS.

REINFORCEMENT TO THE SURFACE OF THE CONCRETE, UNLESS NOTED

DIMENSIONS INDICATE THE CLEAR DISTANCE FROM THE EDGE OF THE

DIMENSION SHOWN BELOW FOR VARIOUS CONCRETE SECTIONS. THE

THE MINIMUM COVER FOR REINFORCEMENT SHALL CONFORM TO THE 3.

CONTRACTING OFFICER FOR APPROVAL.

SPACING IS NOT EXCEEDED. IF CUTTING IS REQUIRED, NOTIFY THE

ITEMS MAY BE SHIFTED TO AVOID CONFLICT AS LONG AS THE REINFORCEMENT

REINFORCING BARS NOT DETAILED AT OPENINGS AND AROUND EMBEDDED 2.

ALLOWABLE TOLERANCES DETAILED IN THE SPECIFICATIONS.

ALL REINFORCEMENT BARS SHALL BE PLACED IN ACCORDANCE WITH 1.

SEISMIC DESIGN CATEGORY A AND EXEMPT FROM SEISMIC REQUIREMENTS)

(BASED ON THE ABOVE ACCELERATIONS, STRUCTURE IS ASSIGNED TO

1-SEC PERIOD, S1 = 0.020 g

SHORT PERIOD, Ss = 0.054 g

ACCELERATIONS.

MAXIMUM CONSIDERED EARTHQUAKE (MCE) SPECTRAL RESPONSE

SEISMIC LOAD:E.

EXPOSURE COEFFICIENT (Kz & Kh)..................................1.09

INTERNAL PRESSURE COEFFICIENT (GCpi)...................+/-0.55

PARTIALLY ENCLOSED

GUST EFFECT FACTOR (G).................................................0.85

TOPOGRAPHIC FACTOR (Kzt).............................................1.0

EXPOSURE CATEGORY...........................................................C

WIND DIRECTIONALITY FACTOR (Kd)................................0.85

BASIC DESIGN WIND VELOCITY (V)...................................120 MPH

RISK CATEGORY.......................................................................IV

WIND LOAD:D.

THERMAL FACTOR (Ct).........................................................1.0

SNOW EXPOSURE FACTOR (Ce)........................................0.9

FLAT ROOF SNOW LOAD (Pf)..............................................37.8 PSF

GROUND SNOW LOAD (Pg).................................................50 PSF

IMPORTANCE FACTOR (Is)..................................................1.2

RISK CATEGORY.......................................................................IV

SNOW LOAD:C.

FLOOR.......................................................................................50 PSF

ROOF.......................................................................................125 PSF

LIVE LOADS:B.

(ASCE 7-10)

MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES III.

318-14)

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI II.

INTERNATIONAL BUILDING CODE (2015)I.

APPLICABLE CODES:A.

DESIGN CRITERIA3.

LENGTH, IN.

MIN. SPLICE

LENGTH, IN.

MIN. DEVELOPMENT

OTHERTOP

SIZE

BAR

TOP OTHER

AND CONNECTORS USED TO MAKE THE TURNS.

ACTUAL SHEET PILE TYPE TO BE INSTALLED TO INCLUDE ANY SPECIAL SHAPES

PRIOR TO CONSTRUCTION. THE FINAL ALIGNMENT MUST BE BASED ON THE

FINAL SHEET PILE ALIGNMENT TO THE CONTRACTING OFFICER FOR APPROVAL

LATERAL DEVIATION NOT TO EXCEED (+/-) 2". THE CONTRACTOR WILL PROVIDE A

IN THE DRAWINGS AS CLOSELY AS POSSIBLY WITH A MAXIMUM ALLOWABLE

OCCURS SEAMLESSLY. THE CONTRACTOR WILL FOLLOW THE ALIGNMENT SHOWN

STRUCTURAL FEATURE ENSURING TRANSITION FROM STRUCTURE TO STRUCTURE

THE CONTRACTOR SHALL DESIGN THE SHEET PILE ALIGNMENT OF EACH 7.

SHOWN ON THE DRAWINGS.

REQUEST, FROM THE CONTRACTING OFFICER, NECESSARY DIMENSIONS NOT

DO NOT SCALE DIMENSIONS FROM DRAWINGS. THE CONTRACTOR SHALL 6.

CONTRACTING OFFICER.

STRUCTURAL FEATURES COMPONENTS UNLESS APPROVED BY THE

CRANE AND LOAD HANDLING EQUIPMENT OPERATIONS IS PROHIBITED ON 5.

FOR THE PIER AND BOTH ABUTMENTS.

THERE WILL BE ONE TAINTER GATE PER BAY AND ONE TRUNNION GIRDER EACH

TAINTER GATES AND TRUNNION GIRDERS ARE NOT SHOWN ON ALL SHEETS. 4.

TEMPORARY BRACING FOR THE STRUCTURE IN ALL DIRECTIONS.

PERMANENT CONNECTIONS ARE MADE. THE CONTRACTOR MUST PROVIDE

CONSTRUCTION OF THE STRUCTURE, DURING ERECTION AND UNTIL ALL

FORMWORK, AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR

CONTRACTOR AND SO INCLUDED IN THE DESIGN OF SHORING, BRACING,

PARTIALLY COMPLETED STRUCTURE SHALL BE CONSIDERED BY THE

COMPLETED STRUCTURE. APPLICATIONS OF CONSTRUCTION LOADS TO THE

THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A 3.

ALL APPLICABLE SAFETY REGULATIONS TO BE FOLLOWED STRICTLY.

CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, AND SEQUENCE.

AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL

METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE

STRUCTURE, AND, EXCEPT WHERE SPECIFICALLY SHOWN, DO NOT INDICATE THE

THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED 2.

ADDITION TO THE STRUCTURAL GENERAL NOTES.

SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR REQUIREMENTS IN

THESE STRUCTURAL GENERAL NOTES ARE NOT INTENDED TO REPLACE 1.

APPROVAL.

CALCULATIONS MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR

WITH 5 YEARS OF EXPERIENCE IN THE DESIGN OF STAIR SYSTEMS. THE

CALCULATIONS MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

CHANGE THE OVERALL GEOMETRY SHOWN IN THE PLANS. THE NEW DESIGN

ETC. FOR THE STAIRS, PLATFORMS OR WALKWAYS. THE NEW DESIGN SHALL NOT

THE CONTRACTOR IS PERMITTED TO REVISE THE FRAMING, CONNECTION DETAILS, 3.

PLACEMENTS DETERMINED VIA THE MIX DESIGN.

WILL NOT DEFLECT OUT OF ALLOWABLE TOLERANCES DUE TO THE CONCRETE

THE CONTRACTOR SHALL VERIFY THAT THE STEEL EMBEDS SHOWN IN THE PLANS 2.

GRATING AND FENCE SHALL BE GALVANIZED UNLESS NOTED OTHERWISE.

ALL MISCELLANEOUS STRUCTURAL STEEL MEMBERS, STEEL EMBEDS, HANDRAIL, 1.

EACH WITH, fy = 60,000 psi f'c = 4,000 psi, NDDOT CLASS AAE-3 CONCRETE f'c = 4,500 psi, NORMAL WEIGHT CONCRETE &

REINFORCEMENT SPLICE AND DEVELOPMENT LENGTHS FOR

TABLE 1

REQUIREMENTS FOR INSTALLATION.

SPECIAL INSPECTION REQUIREMENTS OF IBC 2015 AND THE MANUFACTURERS

POST INSTALLED ANCHORS, MECHANICAL OR ADHESIVE, SHALL MEET THE 9.

CONCRETE DESIGN.

DETERMINE THE FINAL CONSTRUCTION JOINT LOCATION BASED ON THE MASS

CONSTRUCTION JOINTS, IF SHOWN, ARE SCHEMATIC. THE CONTRACTOR SHALL 8.

THE FOUNDATION.

THE STABILIZATION SLAB JOINT LAYOUT SHALL MATCH THE JOINT LAYOUT OF 7.

THE THICKNESS OF THE MEMBER UNLESS OTHERWISE NOTED IN THE DRAWINGS.

PLACE WATERSTOP WITHIN JOINTS AT D/2 OF THE THINNER MEMBER WHERE D IS 6.

APPROVAL.

JOINT PLAN OF ALL FOUNDATION SLABS TO THE CONTRACTING OFFICER FOR

APPROVED BY CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT A

INCLUDE WATER STOPS AND BE CONNECTED TO THE SHEET PILE AND MUST BE

CONTRACTOR BASED ON THE MASS CONCRETE DESIGN. ALL JOINTS SHALL

STRUCTURE, AND STILLING BASINS #1 & #2 SHALL BE DETERMINED BY THE

VERTICAL CONSTRUCTION JOINTS FOR THE APPROACH APRON, CONTROL 5.

OTHERWISE INDICATED.

ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS UNLESS 4.

PLACE BRIDGE DECKS SHALL CONFORM TO NDDOT CLASS AAE-3 CONCRETE.

CONCRETE FOR THE APPROACH SLABS, BARRIERS, DIAPHRAGMS AND CAST -IN 3.

STEM, DAM WALL PIERS AND CONTROL BUILDING.

FOUNDATIONS, STILLING BASIN WALLS, DAM WALL FOUNDATION, DAM WALL

PROTECTION SLABS, CONTROL STRUCTURE FOUNDATION, ABUTMENTS, PIER,

4,500 PSI AT 28 DAYS FOR THE APPROACH APRON, APPROACH WALLS, SLOPE

SPECIFICATIONS AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'c OF

STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE 2.

CHAMFER, UNLESS OTHERWISE INDICATED.

ALL EXPOSED EDGES SHALL BE FORMED WITH A ONE AND ONE- HALF INCH 1.

TABLE 1 BY 1.5.

SPACING IS LESS THAN 6 BAR DIAMETERS MULTIPLY THE LENGTH SHOWN IN

BY 1.2. IF THE CLEAR COVER IS LESS THAN 3 BAR DIAMETERS OR THE CLEAR

CORRECTION SHOULD BE MADE: MULTIPLY THE LENGTH SHOWN IN TABLE 1

REINFORCING BARS. IF EPOXY COATING BARS ARE USED, THE FOLLOWING

TABLE 1 IS SHOWN FOR NORMAL WEIGHT CONCRETE AND UNCOATED 3.

BELOW THE BAR.

THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER

DEGREES WITH RESPECT TO HORIZONTAL PLANE WHICH ARE PLACED SUCH

TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 2.

SPLICED AT LEAST 2 BAR DIAMETERS.

b) CLEAR SPACING OF BARS OR WIRES BEING DEVELOPED OR LAP

a) CLEAR COVER AT LEAST 1 BAR DIAMETER.

THE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:1.

D W

G R

E V

E D W

H A

M E

N D

M E

N T N

A U

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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®of Engineers

US Army Corps of Engineers

US Army Corps a u t o t im e

Sheet

(OPTIONAL)

FIELD SPLICE JT

C/L OF PILE

NOTES

CONCRETE FILL EL. 880.60

SEE NOTE 4.

0 1' 2' 3'A1 " = 1'-0"4

3SCALE:

VARIES

REQUIREMENTS

5. SEE SPECIFICATION SECTION 31 62 17.00 12 FOR PIPE PILE

PILE.

BE PERMITTED AND SPLICE SHALL NOT BE WITHIN TOP 1/3 OF THE

4. NO MORE THAN ONE SPLICE PER FULL LENGTH OF PILE SHALL

3. BACKFILL WITH SAND TO EL. 860.60

2. INFILL CONCRETE F'C = 4500 PSI PLACED IN CLEAN DRY CAVITY.

= 50 KSI Fy

ASTM A252 GRADE 1

" WT 4

31. FOR 24" OD X

C /L P

TYP

PLAN

WITH ACI STD. 180 HOOK

#9 BENT REBAR

24" DIA. STEEL PIPE PILE

" THICK PLATE2

TYP

(TYP.)

#9 BENT REBAR (TYP)

" THICK PLATE2

1 4

A3 " = 1'-0"2

1SCALE: 1

1' 2'0 6"

PIPE PILE TENSION CONNECTOR DETAIL

24" DIA. STEEL PIPE PILE

ELEVATION

C3 " = 1'-0"2

1SCALE: 1

1' 2'0 6"

PIPE PILE SPLICE DETAIL

24" DIA. STEEL PIPE PILE

" BACKER RING8

33"x

WITH PIPE WALL

GRIND FLUSH

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M1 M2 M3 M4 M5 M6 M7 M8 M9 M10

KEY PLAN

HP14x73

4V:1H

BATTER DIRECTION

SHEET PILE

52'-0"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

0 4' 8' 12'

0 4' 8' 12'0 4' 8' 12'

0 4' 8' 12'

0 4' 8' 12'MONOLITH M1

SCALE:316" = 1'-0"

FOUNDATION PLAN FOUNDATION PLAN

FOUNDATION PLAN

MONOLITH M5

SCALE:316" = 1'-0"

MONOLITH M3

SCALE:316" = 1'-0"

MONOLITH M4

SCALE:316" = 1'-0"

MONOLITH M2

SCALE:316" = 1'-0"

SHEET LEGEND

F L

O W

N N

C/L SHEET PILE

EDGE OF CONCRETE

15'-0"

PILES ONLY)

(VERTICAL

HP14x102

3'-3" 7 SPACES @ 6'-6" = 45'-6" 3'-3"

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

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M1 M2 M3 M4 M5 M6 M7 M8 M9 M10

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

3'-3"

52'-0"

7 SPACES AT 6'-6" = 45'-6"

52'-0"

3'-3"

0 4' 8' 12'

0 4' 8' 12' 0 4' 8' 12'

0 4' 8' 12'

FOUNDATION PLAN

MONOLITH M10

SCALE:316" = 1'-0"

MONOLITH M9

SCALE:316" = 1'-0"

MONOLITH M8

SCALE:316" = 1'-0"

MONOLITH M6

SCALE:316" = 1'-0"

MONOLITH M7

SCALE:316" = 1'-0"

C/L SHEET PILE

KEY PLAN

HP14x73

4V:1H

BATTER DIRECTION

SHEET LEGEND

EDGE OF CONCRETE

SHEET PILE

15'-0"

3'-3" 3'-3"7 SPACES @ 6'-6" = 45'-6"

HP14x102 (VERTICAL PILES ONLY)

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

DEWATERED BAY

DOWNSTREAM

1 2 3 4

UPSTREAM

4 3 2 1

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SN002

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DEWATERING SYSTEM NOTES

QTY.

PANEL 10

DESCRIPTION

GIRDER 10,000 LBS

11,400 LBS

SPREADER BEAM WEIGHTS.

NOTE: THE VALUES ABOVE DO NOT ACCOUNT FOR RIGGING AND

WEIGHT (ea.)

T S

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W A

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F S

H E

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W E

GIRDER TRUSS 210,100 LBS

M C

G A

R V

E Y

DEWATERING SYSTEM DESIGN DATA

1.25D + 1.75GLC3:

1.0D + 1.0G + 1.0Hs_extLC2:

1.2D + 1.6G + 1.0W + 1.4HsLC1:5. LOAD COMBINATIONS:

DESIGN RESILIENCY CHECK HEAD, Hs_ext = 26 FT

DESIGN HEAD, Hs = 21 FTHYDROSTATIC LOADS:

WIND SPEED, V = 120 MPH

RISK CATEGORY IIIWIND:

31.67 PLF DISTRIBUTED (2" OF STANDING WATER)

1000 LBS CONCENTRATED ORGRAVITY LOADS:

215 PLF BEAM

13.1 PLF HANDRAILS

5 PLF PAINTDEAD LOADS:

4. LOADS:

906.60HYDRAULIC DESIGN EL.:

911.60TOP OF DEWATERING PANEL:

908.09GIRDER CENTERLINE EL.:

886.60TOP OF FOUNDATION:

885.60BOTTOM OF SILL RECESS:3. DESIGN ELEVATIONS:

DESIGN (LRFD), COMMONLY KNOWN AS STRENGTH DESIGN METHOD.

2. DESIGN BASIS: DESIGNED UTILIZING THE LOAD AND RESISTANCE FACTOR

BRIDGES (DEC 2009)

- AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN

- AWS D1.5

- AISC 14TH EDITION

- ETL 1110-2-584 DESIGN OF HYDRAULIC STEEL STRUCTURES (30 JUN 2014)

1. DESIGN REFERENCES:

SCALE: NTS

EACH COMPONENT IS REMOVED.

IN SIMILAR FASHION. PLACE PANELS AND GIRDERS IN STORAGE LOCATION AFTER

DESIGNATED STORAGE LOCATION. 5) REMOVE DOWNSTREAM PANELS THEN GIRDERS

GIRDER TRUSS. 4) MOVE TO DOWNSTREAM AND PLACE GIRDERS AND PANELS AT

REVERSE ORDER OF INSTALLATION SEQUENCE. 3) REMOVE TOP GIRDER THEN BOT.

REMOVED AND PULL OUT THEN UP TO UNSEAT AND BREAK SEAL CONTACT. START IN

2. REMOVAL: 1) RE-WATER BAY. 2) START UPSTREAM AND UNSTRAP PANEL TO BE

PANELS PER THE RECOMENDED SEQUENCE. 10) DEWATER BAY.

TRUSS. 8) INSTALL HANDRAILS IN TOP GIRDER THEN PLACE IN SLOT. 9) INSTALL

TRUSS ON FLATBED TRUCK AND MOVE TO UPSTREAM SIDE. 7) INSTALL BOT. GIRDER

RECOMMENDED SEQUENCE. 6) MOBILIZE PANELS, TOP GIRDER, AND BOT. GIRDER

HANDRAILS IN TOP GIRDER THEN PLACE GIRDER IN SLOT. 5) INSTALL PANELS PER

SLOTS & SILL AND REMOVE SILT AND DEBRIS. 3) INSTALL GIRDER TRUSS 4) INSTALL

1. DEPLOYMENT: 1) CLOSE TAINTER GATE IN BAY BEING DEWATERED. 2) CLEAN

NOTES:

RECOMMENDED DEWATERING DEPLOYMENT SEQUENCE

DEWATERING SYSTEM SCHEDULE

D E

P L

O Y

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N T S

E Q

U E

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15. FASTENERS SHALL BE AS NOTED ON DRAWINGS.

14. WELD SIZE IN INCHES; ELEVATIONS ARE IN FEET, UNO.

13. SEE SPECIFICATIONS FOR FIT UP REQUIREMENTS.

BASE, NO WORK OR PERSONNEL IS PERMITTED IN THE DEWATERED BAY.

ADDITIONALLY, WHEN RIVER STAGE IS ANTICIPATED TO BE 20 FEET (EL. 906.6) ABOVE THE

12. AT NO TIME SHALL MORE THAN TWO (2) WORKERS BE ON THE GIRDER AT ANY ONE TIME.

SEE SPECIFICATION 05 59 13 FOR FURTHER REQUIREMENTS.

SHALL BE CLEARLY IDENTIFIED AND SUBMITTED FOR CONTRACTING OFFICER APPROVAL.

DISCREPANCIES OR CHANGES BETWEEN THE SHOP DRAWINGS AND CONTRACT DRAWINGS

SHOP DRAWINGS PRIOR TO MATERIAL ORDERING AND OR FABRICATION. ALL

DEWATERING SYSTEM AND NOTING ANY DISCREPANCIES OR PROPOSED CHANGES ON THE

11. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS OF THE

THAN 125 MICRO INCHES.

10. ALL HOLES AND CUT SURFACES SHALL HAVE A SURFACE ROUGHNESS NOT HIGHER

THE SPECIFICATIONS.

SPECIFICATIONS. MACHINED AND FAYING SURFACES SHALL BE PROTECTED AS NOTED IN

CORROSION RESISTANT SURFACES SHALL BE PAINTED IN ACCORDANCE WITH THE

9. ALL EXPOSED STRUCTURAL STEEL, EXCEPT MACHINED SURFACES (UNO) AND

ACCORDANCE WITH THE SPECIFICATIONS.

8. SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION IN

RECORDS OF THE QUALITY CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.

ASSURE COMPLIANCE WITH THE CONTRACT REQUIREMENTS AND SHALL MAINTAIN

7. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A QUALITY CONTROL SYSTEM TO

EDITION.

AND THE AMERICAN WELDING SOCIETY, BRIDGE WELDING CODE (AWS D1.5) LATEST

MEMBERS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATION

6. THE DIMENSIONAL TOLLERANCES OF ALL WELDED FABRICATED STRUCTURAL STEEL

ACCORDANCE WITH THE REQUIREMENTS IN SPECIFICATION 09 97 02.

5. THE DEWATERING PANELS AND GIRDERS SHALL BE PAINTED WITH SYSTEM 5-E-Z IN

DEFINED AS ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING OR MACHINING.

4. ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADIUS U.N.O. A SHARP EDGE IS

REQUIREMENTS SEE SPECIFICATION 05 59 13.

A709 "HIGH STRENGTH LOW ALLOY" GRADE 50F3 FOR FCM AND 50T3 FOR ALL ELSE. FOR

SPECIFICATIONS. ALL STRUCTURAL STEEL, UNLESS NOTED OTHERWISE, SHALL BE ASTM

3. ALL STRUCTURAL STEEL SHALL BE AS SPECIFIED ON THE DRAWINGS AND IN THE

SPECIFICATIONS.

2. SHOP FABRICATOR SHALL BE A CERTIFIED FABRICATOR IN ACCORDANCE WITH THE

FEATURES OF THE CONTROL STRUCTURE ARE SHOWN.

1. THIS DRAWING IS FOR VISUAL REFERENCE OF THE DEWATERING SYSTEM ONLY. NOT ALL

D W

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0.241

SPRING, TYP. (DYNAMIC SEAL)

ENERGIZED SEAL WITH SS CANTILEVER

CARBON FILLED PTFE SPRING

S O

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®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

AIR PORT

2" BASE PLATE

" ANCHOR PLATE2

PRESTRESS BAR

1-3/4" Ø EPOXY COATED

PIPE TAPE AT ENDS, TYP

MANUFACTURER RECOMMENDED

SIZE TO BE DETERMINED BY CONTRACTOR, TYP.

HOT DIPPED GALVANIZED STEEL TRUMPET,

RECOMMENDATIONS, TYP.

SEALING MATERIAL PER MANUFACTURER

HDPE SMOOTH DUCT, TYP.

CENTRALIZER, TYP.

AIR PORT

2" BASE PLATE

" ANCHOR PLATE2

PRESTRESS BAR

2-1/4" Ø EPOXY COATED

PIPE TAPE AT ENDS, TYP

MANUFACTURER RECOMMENDED

SIZE TO BE DETERMINED BY CONTRACTOR, TYP.

HOT DIPPED GALVANIZED STEEL TRUMPET,

ANCHOR CAP, TYP.

HOT DIPPED GALVANIZED

RECOMMENDATIONS, TYP.

SEALING MATERIAL PER MANUFACTURER

HDPE SMOOTH DUCT, TYP.

CENTRALIZER, TYP.

A4 (TYP)

SEE DETAIL

ANCHOR CAP, TYP.

HOT DIPPED GALVANIZED

A4 (TYP)

SEE DETAIL

GENERAL NOTES

WATER TIGHT

SEAL WELD, TYP. 3/16

WATER TIGHT

SEAL WELD, TYP. 3/16

DETAIL FOR GOVERNMENT REVIEW AND APPROVAL.

16. CONTRACTOR TO PROVIDE POST-TENSION ANCHOR

PLATE DETAILS.

15. SEE SHEET ST501 FOR BASE AND ANCHOR

"SEALS" FOR SEAL REQUIREMENTS.

14. SEE SPECIFICATIONS SECTION 35 05 40.17 SECTION

STOP COUPLER TO ALLOW FOR LIFTOFF TESTS.

HAVE ENOUGH THREAD LENGTH TO PERMIT THE ATTACHMENT OF A

MANUFACTURER RECOMMENDATIONS, PTI DC35.1-14, AND SHALL

13. STEEL END CAP SHALL BE SIZED BASED ON BAR SIZE,

ACCORDING TO SPECIFICATION.

PACKED WITH CORROSION INHIBITING COMPOUND (I.E. GEL)

12. CONTRACTOR SHALL PROVIDE ANCHOR HEAD PROTECTION

BE IN ACCORDANCE WITH ASTM 934 OR APPROVED EQUAL.

ACCORDANCE WITH ASTM 934. EPOXY PATCHING MATERIAL SHALL

11. PRESTRESS EPOXY BARS SHALL BE COATED AND REPAIRED IN

SHALL BE EPOXY COATED 150 KSI TYPE 2 ASTM 722.

10. ALL TRUNNION GIRDER, PIER AND ABUTMENT ANCHOR BARS

PROVIDED BY MANUFACTURER PER CONTRACT SPECIFICATIONS.

9. CORROSION INHIBITING COMPOUND, CENTRALIZERS, SHALL BE

PTI DC35.1-14.

PROTECTION ALONG THE ENTIRE LENGTH, IN ACCORDANCE WITH

TO PTI DC35.1-14. ANCHOR SHALL HAVE A MINIMUM CLASS 1

8. ALL MATERIALS FOR POST TENSION ANCHORS SHALL CONFORM

CHAPTER SA8.

DC35.1-14 SPECIFICATIONS AND REQUIREMENTS ESPECIALLY

7. TENSIONING OF ANCHORS SHALL STRICTLY ADHERE TO PTI

FOR APPROVAL.

6. ALL PVC CENTRALIZERS SHALL BE SUBMITTED TO GOVERNMENT

5. ALL CABLE TIES SHALL BE ELECTRICAL NYLON.

APPROVED PAINT REPAIR METHOD, SEE PAINT SPECIFICATION.

TENSIONING OF THE ANCHORS SHALL BE REPAIRED PER AN

DAMAGE TO THE COATING FOLLOWING INSTALLATION AND

AND SHALL BE PAINTED ACCORDING TO THE SPECIFICATIONS. ANY

4. BASE PLATE AND ANCHOR PLATES SHALL BE ASTM A588 GR. 50

DIPPED GALVANIZED.

3. HARDENED WASHER SHALL BE ASTM F-436 TYPE 1, AND BE HOT

HOT DIPPED GALVANIZED.

2. HEAVY DUTY HEX NUT SHALL BE ASTM A29 GRADE C-1045 AND BE

DETAIL AND SUBMIT FOR GOVERNMENT REVIEW AND APPROVAL

1. CONTRACTOR TO PROVIDE GEL PROCEDURE ANCHORAGE

SCALE: 3" = 1'-0" 0 3" 6" 9" 12"

PIER AND ABUTMENT ANCHORAGE

SCALE: 3" = 1'-0" 0 3" 6" 9" 12"

TRUNNION GIRDER POST TENSIONED STEEL

PORT, TYP

COMPOUND

INHIBITING

CORROSION

PORT, TYP

COMPOUND

INHIBITING

CORROSION

SPECIFICATIONS

COMPOUND, SEE

CORROSION INHIBITING

SPECIFICATIONS

COMPOUND TYP, SEE

CORROSION INHIBITING

SPECIFICATIONS

COMPOUND TYP, SEE

CORROSION INHIBITING

SPECIFICATIONS

COMPOUND TYP, SEE

CORROSION INHIBITING

S I

D J S

/8 /2

F M

M W

D R

E R

E R S

T R

U C

T U

R E

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

K M

A N

A G

E M

E N

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F A

R G

N D

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N A

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

D E

T A

R A

N C

H O

R A

G E

F M

M W

R C

S S

T d g n

T R

U N

N G

D E

R A

N D

ST401

D S

T S

U L L

W E

0.238

INTERNAL FACE SEAL DETAIL

NTS

A U

D W

G R

E V

E D W

H A

M E

N D

M E

N T N

1 1

/6 /2

F M

M W

D R

E R

E R S

T R

U C

T U

R E

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

K M

A N

A G

E M

E N

F A

R G

N D

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

F M

M W

R C

S E I5

D G

L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N .T .S

A N

S I

N K

D B

A N

A L

O G I

N P

U T S

M A

A N

E L G

A T

E R

E S

O L

V E

EI525

N A

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

ELECTRICAL NOTES:

EI540.

INSIDE THE GATE LIMIT SWITCH ENCLOSURE, SEE SHEET

2. GATE POSITION RESOLVER/ENCODER SHALL BE MOUNTED

1. DIN RAIL MOUNTED FUSE HOLDERS.

TRIP WILL NOT AFFECT THE OTHER SYSTEMS.

INDEPENDENT. SO THAT A SINGLE FUSE OR BREAKER

1, GATE HEATER 1, GATE 2, GATE HEATER 2), TO BE

SHALL BE DONE TO GROUP A PARTICULAR SYSTEM, (GATE

2. SUB FUSES, DIN RAIL BREAKERS AND I/O ORGANIZATION

THEIR STANDARDS.

CAD SYMBOLS .AND ORGANIZE THE PLC I/O TO UL-508 AND

SYSTEM USING MANUFACTURE AND INDUSTRY STANDARD

ONLY. THE SYSTEM INTEGRATOR SHALL DESIGN THE PLC

1. THIS PLC SYSTEM REPRESENTATION IS A DESIGN BASIS

SHEET KEYNOTES

N. T. S.

SCALE:

MAIN PANEL GATE RESOLVER ANALOG INPUTS

DIAGRAM

T S

U L L

M K

A U

D W

G R

E V

E D W

H A

M E

N D

M E

N T N

SIMULATE INPUTS DURING STARTUP AND COMMISSIONING.

PART OF THIS CONTRACT. THE CONTRACTOR TO

ADDED TO THE PLC SYSTEM. THE GAUGES WILL NOT BE A

THE TWO LEVEL GAUGE ANALOG INPUTS ARE TO BE 3.

ARRESTOR AND ISOLATOR.

00 AMENDMENT FOR REQUIREMENTS ON THE SURGE

BE CONFIGURED FOR 4-20 MA. SEE SPECIFICATIONS 40 95

ARRESTOR AND A MILLIAMP ISOLATOR. THE INPUTS SHALL

THE TWO LEVEL GAUGE INPUTS SHALL HAVE A SURGE 4.

PLC MODULE. WITH TWO SPARE INPUTS.

THE CONTRACTOR TO PROVIDE AN EIGHT ANALOG INPUT 3.

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

24VDC+

-24VDC

INPUT

RESOLVER/ ENCODER

ANALOG INPUT

SENSOR

AMP CT

VDC

MONITOR

CURRENT

GROUND

GATE HEATER

LINE 520

EI524

FROM SHEET

CONTINUED

LINE 520

EI524

FROM SHEET

CONTINUED

0.5A

FU521

CBL-523

XT524

ENCODER

RESOLVER/

GATE POSITION

LINE 541

CONTINUED

LINE 541

CONTINUED

0.5A

FU530

SHEET EI516, LINE 164

PART OF PLC - 381

FU 535

DIS 536

METER

PANEL

DIGITAL

24VDC+

-24VDC

INPUT

RESOLVER/ ENCODER

ANALOG INPUT

SENSOR

AMP CT

VDC

MONITOR

CURRENT

GROUND

GATE HEATER

0.5A

FU541

CBL-543

XT544

ENCODER

RESOLVER/

GATE POSITION

0.5A

FU550

SHEET EI516, LINE 184

PART OF PLC - 381

FU 535

DIS 556

METER

PANEL

DIGITAL

FROM LINE 540

CONTINUED

FROM LINE 540

CONTINUED

EI516 LINE 184

FROM SHEET

EI516 LINE 164

FROM SHEET

GATE 1 (WEST) GATE 2 (EAST)

LINE 520)

SHEET EI524

(CONTINUED FROM

PART OF PLC - 381

LINE 540)

(CONTINUED FROM

PART OF PLC - 381

IGT164

IGT184

XMTR

GAUGE

UPSTREAM

FUTURE

ISO +

CHANNELS

INPUT

ANALOG

2 SPARE

XMTR

GAUGE

STREAM

DOWN

FUTURE

ISO

LEVEL

GAUGE

UPSTREAM

+ 24VDC - 24VDC

F M

M W

D R

E R

E R S

T R

U C

T U

R E

F A

R G

O -M

O O

R H

E A

D F

L O

O D R

K M

A N

A G

E M

E N

F A

R G

N D

R E

D R

E R O

F T

H E N

O R

T H R

E R B

A S

S T P

A U

L D

T R

S T P

A U

N E

S O

T A

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

S I

N A

N D S

P C

S S

O U

T H Z

O N

E -U .S S

U R

V E

Y F

N A

V D

F M

M W

R C

S E I5

D G

N .T .S

D D

D B

EI560

ELECTRICAL NOTES:

SHEET KEYNOTES

T S

U L L

G A

D D

E D W

H A

M E

N D

M E

N T N

A U

SCALE : NTS

SCREEN DETAIL

CHANGES.

MAY DIRECT LAYOUT, TEXT, AND COLOR SCHEME

SCREENS FOR REVIEW. THE CONTRACTING OFFICER

SCREEN. THE SYSTEM INTEGRATOR TO SUBMIT THE HMI

INTEGRATOR MAY ADD NAVIGATION BUTTONS ET TO THE

THE SCREEN DEPICTED IS A CONCEPT. THE SYTEM 2.

REQUIRED FOR EACH OF THE TWO GATES.

SPECIFIC IN REQUIREMENTS. AN HMI SCREEN IS

SPECIFICATIONS 40 95 00. THIS DRAWING IS MORE

THIS PLC HMI SCREEN IS GENERALLY DESCRIBED IN THE 1.

GATE STRUCTURE.

LEVELS ARE MEASURED HUNDREDS OF FEET FROM THE

TOUCH THE TAINTER GATE SYMBOL. IN FACT THESE

NAVD88. NOTE THAT THE DYNAMIC FILL SYMBOLS DO NOT

SHALL BE DISPLAYED IN BOTH “STAGE LEVEL”(0-40.0) AND

0-40.0 FT. TO THE TENTH OF FEET. THE NUMERIC VALUES

THE DYNAMIC STAGE LEVELS SHALL ALSO BE RANGED TO 3.

AND FULL OPEN 40.0 FT.

AT LEAST 5 STEPS INCLUDING AT FULL CLOSED 0.0 FT,

STEPPED IN IT’S…

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