W912QR02069826_Plans-0000.pdf

US Army Corps of Engineers® Louisville District

ELECTRICAL IMPROVEMENTS

MARKLAND LOCKS AND DAM

P2 - 128624 FY 2020

DRAWING INDEX

FILE NAME SHEET# SHEET REF. NO. NAME

128624 X00l

128624_ GEN-E-001.dgn

128624_ GEN-E-002.dgn

128624_ GEN-ES101.dgn

LOCK POWERHOUSE

128624_PH_E101.dgn

128624_PH_E501.dgn

128624_PH_E502.dgn

128624_PH_E503.dgn

LOCK/EMERGENCY GATE

128624_LOCK_ES101.dgn

128624_LOCK_E101.dgn

128624_LOCK_E501.dgn

128624_LOCK_E502.dgn

DAM/TAINTER GATE

128624_DAM_ES101.dgn

128624_DAM_E101.dgn

128624_DAM_E102.dgn

128624_DAM_E501.dgn

128624_DAM_E502.dgn

128624_DAM_E503.dgn

128624_DAM_E504.dgn

128624_DAM_E601.dgn

128624_DAM_E602.dgn

BULKHEAD CRANE

X-001

GEN-E-001

GEN-E-002

GEN-ES101

PH-E-101

PH-E-501

PH-E-502

PH-E-503

LOCK-ES103

LOCK-E-101

LOCK-E-501

LOCK-E-502

DAM-ES101

DAM-E-101

DAM-E-102

DAM-E-501

DAM-E-502

DAM-E-503

DAM-E-504

DAM-E-601

DAM-E-602

COVER SHEET

GENERAL ELECTRICAL NOTES

SCOPE OF WORK

MARKLAND SITE PLAN

POWERHOUSE ELECTRICAL ROOM FLOOR PLAN

POWERHOUSE MOTOR CONTROL CENTER ELEVATIONS

POWERHOUSE MOTOR CONTROL CENTER COMPONENT REPLACEMENT TABLE

POWERHOUSE DAM TAINTER GATE REMOTE STATUS INDICATION

PARTIAL LOCK PLAN

EMERGENCY GATE PIER

EMERGENCY GATE EQUIPMENT (1 OF 2)

EMERGENCY GATE EQUIPMENT (2 OF 2)

OVERALL DAM SITE PLAN

TYPICAL TAINTER GATE MACHINERY HOUSE

DANGER SIGN DAM LIGHTING

DAM CONTROL PANEL LA YOUR

PIERS 1 THRU 12 DEMOLITION AND ELEVATION PLAN

GATE HEIGHT MONITORING EQUIPMENT

BULKHEAD CRANE POWER BUSWAY ELEVATION AND DETAILS

TYPICAL DAM FEEDER ONE LINE DIAGRAM

ELECTRICAL CABLE AND MOTOR REPLACEMENT SCHEDULE

128624_ BULKHEAD_ E101.dgn 22 BULKHEAD-E-101 BULKHEAD CRANE FLOOR PLAN AND ELEVATION

APPENDIX I - LOCK CONSTRUCTION AS BUILTS

APPENDIX II - DAM AND LOCK EMERGENCY GATE CONSTRUCTION AS BUILTS

APPENDIX Ill - DAM REMOTE OPERATION MODIFICATION CONSTRUCTION AS BUILTS

APPENDIX IV - DAM BULKHEAD CRANE CONSTRUCTION AS BUILTS

CONTRACT # W912QR20D0021 THRU 0024

SOLICITATION# W912QR-02069826

Fl LE: O:\ED\Public\CAD\Civil\ 128624-Markland Electrical Upgrade\CAD _BIM\03_ Sheets\ 128624_X001 . dgn

DATE: 03-JUL-2019

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SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS DRAWING.

REVIEWED BY:*

J. TODD CHANDLER P.E.

QUALITY CONTROL

APPROVAL RECOMMENDED: '

JEFF TIMBAS P.E.

PE/A

APPROVED: *

JOHN R. BOCK P.E.

ENGINEERING DIVISION, CHIEF

DATE

DATE

DATE

• THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

LOUISVILLE DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN

THE SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

ARIMS: #####

DISPOSITION:#####

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W912QR-02069826

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E-001

GEN

ELECTRICAL SAFETY NOTES GENERAL SITE ELECTRICAL NOTES

APPROVAL PRIOR TO INITIATING THE WORK.

CONTRACTING OFFICER FOR REVIEW AND

REPAIR METHODS SHALL BE SUBMITTED TO THE

SATISFACTION OF THE GOVERNMENT. ALL

REPAIRED WITHIN 24 HOURS TO THE

DAMAGED SYSTEMS SHALL BE IMMEDIATELY

ADDITIONAL COST TO THE GOVERNMENT. ALL

SYSTEMS/UTILITIES TO REMAIN SHALL BE AT NO

REPLACEMENT OF ANY DAMAGED EXISTING

SHALL BE PROTECTED FROM DAMAGE.

ALL EXISTING SYSTEMS/UTILITIES TO REMAIN 8.

PRECEDENCE OVER ELECTRICAL WORK.

WHICH REQUIRE SLOPE SHALL TAKE

DOES NOT INTERFERE WITH OTHER WORK. LINES

WORK TO INSURE THAT THE ELECTRICAL WORK

OTHER CONTRACTORS BEFORE BEGINNING

COORDINATE THE ELECTRICAL WORK WITH ALL

EQUIPMENT FURNISHED UNDER THIS CONTRACT.

ACCESSORIES FOR PROPER SUPPORT OF

BRACKETS, STRUCTURAL SUPPORTS, AND

PROVIDE ALL BOLTS, INSERTS, PIPE STANDS,

SUPPORTED, MOUNTED, OR SUSPENDED.

FIXTURES, AND RELATED ITEMS ARE TO BE

HOW EQUIPMENT, ACCESSORIES, PIPING,

DRAWINGS, AND CATALOG DATA TO DETERMINE

STRUCTURE LINES. STUDY ALL DRAWINGS, SHOP

PLUMB AND PARALLEL WITH GRADE OR

EQUIPMENT INSTALLED UNDER THIS CONTRACT

PROPERLY SUPPORT ALL WORK AND 7.

WORK BEYOND THE POINT CONCERNED.

WRITING PRIOR TO THE PROGRESS OF THE

DISCREPANCY OR POINTS OF CONFLICT IN

CONTRACTING OFFICER WILL CLARIFY SUCH

CONTRACTING OFFICER IN WRITING .THE

SPECIFICATIONS, IMMEDIATELY NOTIFY THE

DRAWINGS OR THE POINTS OF CONFLICT IN THE

UPON DISCOVERY OF ANY DISCREPANCY OR 6.

EQUIPMENT AND UTILITIES.

INTERFERENCE WITH OTHER

ADJUST EQUIPMENT AND FIXTURES TO AVOID 5.

INSTALLING THE EQUIPMENT.

PROPOSED REVISED ARRANGEMENT BEFORE

CONTRACTING OFFICER FOR APPROVAL WITH A

DRAWINGS, PROVIDE A DRAWING TO THE

EQUIPMENT WILL NOT FIT AS SHOWN ON THE

SPACE AS SHOWN ON THE DRAWINGS. WHERE

EQUIPMENT FURNISHED WILL FIT INTO THE

MEASUREMENTS TO INSURE THAT ALL ITEMS OF

BEFORE INSTALLING EQUIPMENT, MAKE FIELD 4.

STARTING WORK.

APPROVED BY THE GOVERNMENT, PRIOR TO

UTILITY SERVICE SHALL BE COORDINATED AND

INTERRUPTION OF AN EXISTING SYSTEM OR

LOCATION OF ALL EXISTING UTILITIES. ANY

CONTRACTOR SHALL STAKE/MARK THE

GOVERNMENT PRIOR TO STARTING WORK. THE

COORDINATE ALL WORK WITH THE

CONTRACTORS RESPONSIBILITY TO

EXACT LOCATIONS. IT SHALL BE THE

APPROXIMATE AND SHALL NOT BE SCALED FOR

UTILITY LOCATIONS SHOWN ON THE PLANS ARE

THE UTILITIES AND THE ENGINEER. THE EXISTING

AND ''RECORD'' DRAWINGS, AND SITE VISITS BY

UTILITY INFORMATION IS BASED ON ''AS-BUILT''

EXISTING CONDUIT, DUCT BANK, CIRCUITING AND 3.

NOTED.

THE PROJECT BE REMOVED UNLESS OTHERWISE

ARE NO LONGER REQUIRED AS A RESULT OF

SYSTEMS AND APPURTENANCES, ETC., WHICH

DEVICES, FIXTURES, WIRING MATERIALS,

DEMOLITION DRAWINGS THAT ALL EQUIPMENT,

SCHEMATIC. IT IS THE INTENT OF THE

THEY ARE THEREFORE CONSIDERED TO BE

BUILT' DRAWINGS OF THE AREAS AFFECTED.

EXISTING CONDITIONS AND ON EXISTING ''AS-

BASED ON FIELD OBSERVATION OF THE ACTUAL

CONDITIONS AND DEMOLITION DRAWINGS ARE

ALL WORK SHOWN ON THE EXISTING 2.

REQUIRED.

EQUIPMENT AND ACCESSORIES AS MAY BE

MEET THESE CONDITIONS AND PROVIDE SUCH

CONTRACTOR SHALL ARRANGE HIS WORK TO

AND FINISH CONDITIONS INVESTIGATED. THE

CHECKED AT THE SITE AND ALL STRUCTURAL

EQUIPMENT. ALL DIMENSIONS SHALL BE

GENERAL ARRANGEMENT AND LOCATION OF

FOLLOWED AS CLOSELY AS POSSIBLE IN THE

COMPLETE SYSTEM. THEY SHOULD HOWEVER BE

DO NOT SHOW ALL DETAILS REQUIRED FOR THE

DRAWINGS ARE GENERALLY DIAGRAMMATIC AND

CONDITIONS PRIOR TO STARTING WORK. THESE

CONTRACTOR SHALL VERIFY EXISTING 1.

SCHEDULING AROUND DELAYS DUE TO HIGH WINDS.

PERSONNEL. CONTRACTOR SHALL BE RESPONSIBLE FOR

CEASE, UNLESS APPROVED BY USACE LHE QUALIFIED

IN WINDS GREATER THAN 10 MPH, ALL CRANE OPERATIONS SHALL 6.

THE PROJECT LOCKMASTER AND MAINTENANCE WORK LEADER.

WRITING ONE WEEK IN ADVANCE, AND BE COORDINATED WITH

ALL CRANE OPERATION REQUESTS SHALL BE SUBMITTED IN 5.

SIGNAL PERSON SHALL BE TRAINED IN CRANE SIGNALING.

ISSUES WHILE LOWERING/RAISING LOADS FROM LOCK WALL.

PERSON. SIGNAL PERSON REQUIRED DUE TO LOAD LINE OF SITE

REQUIRED TO PROVIDE A LICENSED RIGGER AND SIGNAL

OPERATE PIGGY BACK CRANE. CONTRACTOR SHALL BE

DURING OPERATION, USACE PERSONNEL FROM SITE WILL 4.

ACCORDANCE WITH PART 15.E.

SECTION 15, PART 15.D. RIGGING HARDWARE SHALL BE IN

RIGGING SLINGS SHALL BE IN ACCORDANCE WITH EM 385-1-1, 3.

QUALIFIED PER SECTION 15.B.

REQUIREMENTS, SECTION 15. RIGGING PERSONNEL SHALL BE

ACCORDANCE WITH EM-385-1-1 - SAFETY AND HEALTH

THE CONTRACTOR SHALL BE REQUIRED TO RIG LOADS IN 2.

THE CRANE WILL BE OPERATED BY LOCK PERSONNEL.

THE SERVICE BRIDGE AND VICE VERSA. CRANE IS RATED 9 TON

BE UTILITIZED TO MOVE EQUIPMENT FROM THE LOCK WALL TO

THE PIGGY BACK CRANE ON TOP OF THE BULKHEAD CRANE MAY 1.

CRANE USAGE

ADVANCE.

THE ENERGIZED WORK REQUEST MUST BE PREPARED IN D.

PROTECTIVE EQUIPMENT.

EQUIPMENT AND ENSURE PROPER USE OF PERSONAL

MUST APPROVE ANY PLAN TO WORK ON ENERGIZED

A QUALIFIED SUPERVISOR MUST BE CONSULTED AND C.

USE TWO -PERSON TEAMS TO PERFORM WORK.B.

WORK IN ADVANCE.

CONTRACTING OFFICER MUST APPROVE ENERGIZED A.

REQUIRED FOR WORK IN THE MOTOR CONTROL CENTER.

DETERMINE PERSONAL PROTECTIVE EQUIPMENT (PPE)

LEVELS. CONTRACTOR SHALL UTILIZE INFORMATION TO

RERUN THE STUDY, AND PROVIDE UPDATED INCIDENT ENERGY

MAKE AND MODEL OF BREAKER. THE GOVERNMENT SHALL

BREAKER FIRST AND PROVIDE THE GOVERNMENT WITH THE

CENTER. CONTRACTOR SHALL REPLACE MAIN CIRCUIT

FRONT AND REAR SECTIONS OF THE MOTOR CONTROL

PERFORMED ARC FLASH HAZARD ANALYSIS. THIS COVERS ALL

RATED A CATEGORY 4 DANGEROUS FROM A PRIORLY

ARC FLASH RATING: CURRENTLY, MOTOR CONTROL CENTER IS 5.

EQUIPMENT (PPE) REQUIRED TO PERFORM WORK.

CONTRACTOR SHALL FURNISH ALL PERSONAL PROTECTIVE 4.

COMPLYING WITH THE ENERGIZED WORK PERMIT.

SAFE WORKING POSITIONS, HANDLING TOOLS SAFELY, AND

CHECKING THEM CONSTANTLY TO MAKE SURE THEY ARE IN

SUPERVISOR MUST CLOSELY SUPERVISE THE WORKERS,

WHILE THE JOB IS IN PROGRESS, AN ON -SITE C.

WRITTEN SAFE CLEARANCE FORM.

OF THIS PARAGRAPH, COR APPROVAL IS GRANTED THROUGH A

ABOVE SHALL BE FOLLOWED; HOWEVER, FOR THE PURPOSES

PERFORMING "ENERGIZED WORK" AND ALL THE PROCEDURES

PURPOSE OF ISOLATING CIRCUITS IS CONSIDERED

OPERATING CIRCUIT BREAKERS/DISCONNECTS) FOR THE

OFF/ON A SWITCH, OPENING AND CLOSING SWITCHES, OR

DE-ENERGIZING/RE-ENERGIZING METHODS (I.E., TURNING

CONVENTIONAL CIRCUIT B.

ENSURE SAFETY.

SUPERVISION, TRAINING, AND PLANNING ARE PARAMOUNT TO

EQUIPMENT AND APPROPRIATE SUPERVISION. PROPER

PLACE SPECIAL EMPHASIS ON PERSONAL PROTECTIVE A.

ALLOWED WITHOUT MEETING THE FOLLOWING REQUIREMENTS:

EXTREME CAUTION. ENERGIZED WORK SHALL NOT BE

ABSOLUTELY NECESSARY, IT SHOULD BE ACCOMPLISHED WITH

ENERGIZED CIRCUITS: WHEN ENERGIZED WORK IS DEEMED 3.

PARAGRAPH 11.A.02.C. REFERENCE NFPA70E.

CONTAIN INFORMATION REQUIRED BY USACE EM 385-1-1

VIA THE CONTRACTING OFFICER FOR ACCEPTANCE AND SHALL

WORK REQUEST SHALL BE SUBMITTED TO THE GOVERNMENT

WORKED ON IN AN ENERGIZED CONDITION, AN ENERGIZED

EXIST. IF IT IS DETERMINED THAT EQUIPMENT MUST BE

CIRCUITS UNLESS PROOF IS PROVIDED THAT NO OTHER MEANS

NO WORK SHALL BE PERFORMED ON ENERGIZED ELECTRICAL 2.

SHALL BE COMPLIED WITH BY THE CONTRACTOR.

LOCAL ''LOCKOUT/TAG OUT' PROCEDURES AND NFPA 70E 1.

TURNOVER WITH PROJECT LOCKMASTER.

CONTRACTOR TO COORDINATE EQUIPMENT

SHALL BE TURNED OVER TO THE GOVERNMENT.

EXISTING EQUIPMENT SLATED TO BE REPLACED 22.

DRAWINGS.

REFERENCE AS APPENDICES I, II, III, AND IV TO THE

CONTROL UPGRADES HAVE BEEN PROVIDED AS A

CONSTRUCTION AS BUILTS AND DAM REMOTE

MARKLAND LOCK, DAM, AND EMERGENCY GATE 21.

AND MATERIALS PROVIDED TO THE OWNER.

ALL MANUFACTURER'S WARRANTIES FOR EQUIPMENT

THE CONTRACTOR SHALL TURN OVER TO THE OWNER 20.

ELECTRICAL CODE.

MOST CURRENT EDITION OF NFPA 70 - NATIONAL

ALL ELECTRICAL WORK SHALL COMPLY WITH THE 19.

DURING THE DESIGN REVIEW PERIOD.

SUBMITTED TO USACE WITH THE FINAL DESIGN

CONTRACTING REPRESENTATIVE. THE PLAN SHALL BE

DEVELOPED WITH THE PROJECT LOCK MASTER AND

THE NATURE OF THE WORK. THE PLAN SHALL BE

AN ELECTRICAL SERVICE INTERRUPTION PLAN DUE TO

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING 18.

COST TO THE GOVERNMENT.

COMPLETION OF THE PROJECT AT NO ADDITIONAL

EQUIPMENT TO ITS ORIGINAL CONDITION AT THE

SHALL BE RESPONSIBLE FOR RETURNING THE

THE CONTRACTING OFFICER. THE CONTRACTOR

THE EQUIPMENT'S OPERABILITY IN THE PRESENCE OF

SHALL DEMONSTRATE AND DOCUMENT IN A REPORT

DESIGN. PRIOR TO REMOVAL, THE CONTRACTOR

STORED, AND RE- INSTALLED AS DESCRIBED IN THE

NOTED IN THE DESIGN SHALL BE REMOVED, SAFELY

EXISTING EQUIPMENT THAT IS TO BE RE-USED AS 17.

ALL PERMITS REQUIRED FOR DEWATERING.

BE RESPONSIBLE TO PAY FOR AND OBTAIN ANY AND

OF CABLE ARE INCIDENTAL. THE CONTRACTOR SHALL

DEWATERING FOR THE REMOVAL AND INSTALLATION 16.

REPLACED AT THE CONTRACTOR'S EXPENSE.

DOCUMENTS SHALL BE COMPLETELY REMOVED AND

ANY ITEMS INSTALLED INCORRECTLY PER CONTRACT 15.

MEETINGS FOR THE DURATION OF THE PROJECT.

CONTRACTOR SHALL ATTEND THE CONSTRUCTION 14.

OTHERWISE NOTED.

INSTALLED UNDER THIS CONTRACT, UNLESS

ITEMS. ITEMS SHOWN IN SOLID (BOLD) ARE NEW TO BE

ITEMS SHOWN IN SCREEN (GHOST) ARE EXISTING 13.

CONTRACT.

(PLANS), SPECIFICATIONS, AND TERMS OF THE

THE WORK IN ACCORDANCE WITH THE DRAWINGS

TESTING AND INCIDENTALS REQUIRED TO COMPLETE

EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES,

FURNISH ALL LABOR, SUPERVISION, MATERIALS,

FURTHER INTENDED THAT THE CONTRACTOR SHALL

DESCRIBED, UNLESS OTHERWISE NOTED. IT IS

COMPLETION IN EVERY DETAIL OF THE WORK

EQUIPMENT FOR THE CONSTRUCTION AND

THE CONTRACTOR SHALL FURNISH AND INSTALL ALL 12.

CUTTING AND PATCHING FOR THEIR WORK.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 11.

100' IN LENGTH BEYOND 100'.

ADDITIONALLY BY ONE SIZE FOR EVERY ADDITIONAL

WIRE SIZE FOR BRANCH CIRCUIT WIRING

100' IN LENGTH. CONTRACTOR SHALL INCREASE THE

SIZE FOR BRANCH CIRCUIT WIRING THAT EXCEEDS

CONTRACTOR SHALL INCREASE WIRE SIZE BY ONE 10.

SMALLER THAN #10 AWG TO CIRCUIT LOAD.

EXCEEDS 50 FEET, CONDUCTORS SHALL NOT BE

WHERE THE LENGTH OF ANY 120V BRANCH CIRCUIT 9.

CONSTRUCTION.

SUBMITTAL PROCEDURES FOR DESIGN/BUILD

CONTRACT SPECIFICATION 01 33 00.10 06 - TASK ORDER

THROUGH THE COR. FOR MORE INFORMATION, SEE BASE

AND SHALL BE SUBMITTED TO ENGINEERING DIVISION

ADDITION TO BEING "DESIGNER OF RECORD" APPROVED,

DESIGNATED AS GOVERNMENT APPROVED/ACCEPTANCE IN

SUBMITTALS FOR ALL REPLACEMENT HARDWARE SHALL BE 10.

FINAL DESIGN.

VERIFY ALL INFORMATION HEREIN PRIOR TO STARTING

DO NOT SHOW ALL INTERFERENCES. CONTRACTOR TO

AS BUILT CONDITIONS AND CONCEPT LEVEL DESIGN. THEY

THE INFORMATION IN THESE SHEETS ARE TO ILLUSTRATE 9.

GATE SHALL BE PLACED ON ITS SILL.

COMPONENT OF A TAINTER GATE, THE AFFECTED TAINTER

COMMENCING WORK ON ANY MECHANICAL OR ELECTRICAL

PROJECT OPERATIONAL REDINESS. PRIOR TO

ON A SINGLE TAINTER GATE AT ANY GIVE TIME TO ENSURE

CONTRACTOR SHALL BE ALLOWED TO COMMENCE WORK 8.

ESSENTIAL FOR TAINTER GATE TESTING.

GATE REHABILITATION. BULKHEAD CRANE IS CONSIDERED

REHABILITATION PRIOR TO COMMENCEMENT OF TAINTER

CONTRACTOR SHALL COMPLETE BULKHEAD CRANE 7.

PIGGY BACK CRANE - THIS SHEET.

THE DAM SERVICE BRIDGE. SEE REQUIREMENTS FOR

MOVING MATERIALS FROM THE LOCK WALL TO THE TOP OF

CRANE LOCATED ATOP THE DAM BULKHEAD CRANE FOR

PROJECT SHALL BE ALLOWED TO UTILIZE THE PIGGY BACK

PROVIDE ACCESS TO MOTOR AREA. ADDITIONALLY, THE

SHALL SCHEDULE ALL THESE EFFORTS WITH USACE TO

ACCOMPLISHED BY USACE PERSONNEL. THE CONTRACTOR

STRUCTURE TO BE REMOVED. THIS SHALL BE

MOTORS SHALL REQUIRE THE MACHINERY DOGHOUSE

EFFORTS REQUIRING THE REMOVAL/ REINSTALLATION OF 6.

WHICH MOTORS SHALL BE REFURBISHED.

REVIEW OF THE DATA, GOVERNMENT SHALL INDICATE

SUBMITTED TO THE GOVERNMENT FOR REVIEW. UPON

SPECIFICATION APPENDIX III. RESULTS SHALL BE

BE PER THE PROVIDED TESTING PROCEDURE IN

DETERMINE CURRENT STATE OF MOTOR. TESTING SHALL

WINDING INSULATION TESTING PERFORMED ON THEM TO

TAINTER GATE DRIVE MOTORS SHALL HAVE MOTOR 5.

ON A WEEK BY WEEK BASIS.

THE GOVERNMENT OF PLANNED EQUIPMENT DOWNTIME

COMMENCEMENT OF WORK. CONTRACTOR SHALL NOTIFY

SUBMITTED TO THE GOVERNMENT PRIOR TO THE

DURING CONSTRUCTION. WORK PLAN SHALL BE

PLAN INDICATING ALL EXPECTED LOSSES OF SERVICE

WITH PROJECT. CONTRACTOR SHALL SUBMIT A WORK

ALL DOWNTIME OF EQUIPMENT SHALL BE SCHEDULED 4.

GATE HEIGHT INDICATION SYSTEM EFFORTS.

REHABILITATION/REPLACEMENT EFFORTS, AND REMOTE

CONTROL PANEL EFFORTS, MOTOR

DISTRIBUTION EQUIPMENT REPLACEMENT, TAINTER GATE

FOLLOWING CONSTRUCTION EFFORTS: DAM PIER POWER

GATE REQUIREMENTS SHALL BE MET DURING THE

COMPLETED AND CHECKED BY SITE PERSONNEL. TAINTER

GATE SHALL REMAIN ON SILL UNTIL WORK HAS BEEN

CONFIRM THAT WORKING CONDITIONS HAVE BEEN MET.

GATE SILL, AND HAVE SITE MAINTENANCE PERSONNEL

REQUIRED TO PLACE DAM TAINTER GATE ON TAINTER

OPERATE DAM TAINTER GATES. CONTRACTOR SHALL BE

ON MACHINERY AND CONTROLS WHICH ARE ESSENTIAL TO

CONSTRUCTION/REHABILITATION EFFORTS INCLUDE WORK 3.

INFORMATION.

NO LESS THAN 2 SITE VISITS TO OBTAIN SITE

UPON PROJECT AWARD, CONTRACTOR SHALL SCHEDULE 2.

FOR EACH SYSTEM.

SHEET GEN-E-002 FOR MORE DETAILS ON REQUIREMENTS

WORK, ALONG WITH INDIVIDUAL SUMMARY SECTIONS ON

TESTING. SEE SPECIFICATION 01 11 00 - SUMMARY OF

INSTRUMENTATION, AND MOTOR REFURBISHMENT AND

EQUIPMENT, CONTROL COMPONENTS AND

INCLUDE REPLACEMENT OF POWER DISTRIBUTION

MARKLAND LOCKS AND DAM PROJECT. IMPROVEMENTS

POWERHOUSE MOTOR CONTROL CENTER AT THE

BULKHEAD CRANE, LOCK EMERGENCY GATES, AND

UPGRADES/IMPROVEMENTS TO THE HIGH LIFT DAM, DAM

PROJECT SHALL CONSIST OF ELECTRICAL 1.

PROJECT SUMMARY NOTES:

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OVERALL PROJECT PLAN

PORTIONS OF THE PROJECT.

SEE SHEET DAM-ES101 FOR FURTHER INFORMATION REGARDING DAM 2.

PORTION OF PROJECT.

SEE SHEET LOCK-ES101 FOR FURTHER INFORMATION REGARDING LOCK 1.

GENERAL SHEET NOTES

ES001

DAM PORTION OF PROJECT3.

LOCK PORTION OF PROJECT2.

POWERHOUSE1.

SHEET KEYNOTES

1" = 150'

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U .S

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READY TO ADVERTISE

3/8" = 1'-0"

E-101

P

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PH

PH-E-501 A1

PH-E-501D1

CONTROLLERS. ALL PROCESS CONTROLLERS SHALL BE SAME TYPE.

MORE DETAILS. CONTRACTOR TO PROVIDE 3 SPARE PROCESS

REPLACED WITH NEW PROCESS CONTROLLERS, SEE SHEET PH-E-503 FOR

EXISTING REMOTE INDICATION PROCESS CONTROLLERS ARE TO BE 2.

SHEET PH-E-501 AND PH-E-502 FOR ADDITIONAL DETAILS.

PROVIDE NEW HANDLES TO EVERY MCC BUCKET. REFER TO ELEVATIONS ON

MCC ENCLOSURE SHALL REMAIN. REPLACE MCC BUCKET FACEPLATES AND

CONTROLLERS SHALL BE REPLACED IN KIND WITH MODERN PARTS. THE

THE POWERHOUSE MCC CIRCUIT BREAKERS, MOTOR STARTERS, AND 1.

GENERAL SHEET NOTES

EXISTING ELECTRICAL PANELS6.

EXISTING LIGHTING TRANSFORMERS5.

EXISTING POWEHOUSE GENERATOR ROOM4.

EXISTING POWERHOUSE MOTOR CONTROL CENTER (MCC) - BACK SIDE3.

EXISTING POWERHOUSE MOTOR CONTROL CENTER (MCC) - FRONT SIDE2.

EXISTING POWERHOUSE ELECTRICAL ROOM1.

SHEET KEYNOTES

LOCK POWERHOUSE ELECTRICAL ROOM FLOOR PLAN

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NOT TO SCALE

E-501

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NOT TO SCALE

D1

PH

1.

SHEET KEYNOTES

POWERHOUSE EXISTING MOTOR CONTROL CENTER - FRONT SIDE

POWERHOUSE EXISTING MOTOR CONTROL CENTER - BACK SIDE

CONDITIONS.

ELECTRICAL WORK, ATTACHMENT 2 FOR PHOTOS OF THE EXISTING MCC

REFER TO 01 20 00.00 06 - SCOPE OF WORK, APPENDIX I - SUMMARY OF 7.

AND RUN/AUTO SWITCHES SHALL BE REPLACED IN KIND.

AUXILIARY DEVICES SUCH AS PUSH BUTTONS, LIGHTS, RUN TIME METERS, 6.

HAVE THEIR CONNECTIONS REESTABLISHED FOR REMOTE OPERATION.

WATER PUMP, AIR COMPRESSOR, AND PRESSURE HOLDING PUMP SHALL

AUXILIARY ACTIVATION CONTACTS FOR HYDRAULIC PUMP MOTORS, RAW 5.

SHEET PH-E503.

FOR REMOTE TAINTER GATE CONTROLS LOCATED IN THE MCC REFER TO 4.

BREAKERS.

EQUIVALENT. RECONNECT EXISTING CIRCUITS TO PANEL CIRCUIT

AUXILIARY MAIN LOCK LIGHTING PANELS SHALL BE REPLACED WITH MODERN 3.

SHEET PH-E502 FOR FURTHER DETAILS.

CONTROL WIRING INSIDE THE MCC SHALL BE REPLACED IN KIND. REFER TO

MCC SHALL BE RECONNECTED TO THE MODERN EQUIPMENT. POWER AND

APPLICABLE. ALL POWER AND CONTROL CIRCUIT WIRING OUTSIDE OF THE

EQUIVALENTS IN THE BOLDED ELEVATION SECTIONS ON THIS SHEET WHERE

CONTROL DEVICE HARDWARE SHALL BE REPLACED IN KIND WITH MODERN

ALL CIRCUIT BREAKERS, MOTOR STARTERS, CONTROLLERS, AND AUXILIARY 2.

CHANGES THAT SHALL OCCUR IN THE MCC.

CONTROL CENTER (MCC). BOLDED LINE WEIGHTS REPRESENT MAJOR

ELEVATIONS REPRESENT A CONTINENTAL ELECTRIC COMPANY MOTOR 1.

GENERAL SHEET NOTES

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MCC COMPONENT REPLACEMENT TABLE

GENERAL SHEET NOTES

CONTROL CENTER PHOTOS.

OF ELECTRICAL WORK, ATTACHMENT 2 FOR PHOTOS OF EXISTING MOTOR

SEE SPECIFICATION 01 20 00.00 06 - SCOPE OF WORK, APPENDIX I - SUMMARY 7.

SEE SHEET GEN-E-001 FOR GUIDANCE ON ARC FLASH HAZARDS. 6.

NOT CURRENTLY BEING UTILIZIED FOR MCC RETROFIT.

CONTRACTOR SHALL BE ALLOWED TO UTILIZE EXISTING MCC BUCKET SPACE 5.

EXISTING CIRCUITRY.

DURING SITE VISIT. NEW CIRCUITRY SHALL MAINTAIN FUNCTIONALITY OF

DESIGNER SHALL DETERMINE COMPLETE CIRCUIT FOR REPLACEMENT

TABLE SHOWN ON THIS SHEET INDICATES MAIN EQUIPMENT ONLY. 4.

ARE CURRENTLY I-T-E TYPE.

EQUIPMENT COMPANY TYPE. EXISTING MOLDED CASE CIRCUIT BREAKERS

EXISTING MOTOR CONTROL CENTER IS A CONTINENTAL ELECTRICAL 3.

REUSE MCC BUCKET DOORS WITH FEATURES INDICATED IN TABLE. .2.

CONTRACTOR SHALL VERIFY TABLE CONTENTS IN FIELD DURING SITE VISIT.1.

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6 6 6 6

CH 1 INPUT

CH 2 INPUT

CH 3 INPUT

CH 4 INPUT

FIBER

PWR

+ + - - O O

INPUT

OUTPUT

ALARM

22.5-28.5VDC

SINGLE

PARALLEL

LNG

CH 1 INPUT

CH 2 INPUT

CH 3 INPUT

CH 4 INPUT

FIBER

PWR

CH 1 INPUT

CH 2 INPUT

CH 3 INPUT

CH 4 INPUT

FIBER

PWR

CH 1 INPUT

CH 2 INPUT

CH 3 INPUT

CH 4 INPUT

FIBER

PWR

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E503

PH

A6

NOT TO SCALE

E6

CH 1 INPUT

CH 2 INPUT

CH 3 INPUT

CH 4 INPUT

FIBER

PWR

+ + - - O O

INPUT

OUTPUT

ALARM

22.5-28.5VDC

SINGLE

PARALLEL

LNG

FIBER

PWR

+ + - - O O

INPUT

OUTPUT

ALARM

22.5-28.5VDC

SINGLE

PARALLEL

LNG

CH 1 OUT

CH 2 OUT

CH 3 OUT

CH 4 OUT

HOUSE

DAM MACHINERY

PANEL

DAM CONTROL

MCC

POWERHOUSE

CROSSOVER

ELECTRICAL

BRIDGE, LOCKWALL,

DAM SERVICE

D1

REMOTE GATE HEIGHT INDICATION SCHEMATIC

SCALE: NTS

POSITION INDICATION

FOR DAM TAINTER GATE CONTROL AND

EXISTING REMOTE CONTROL PANEL

SECTION - INTERIOR

MOUNTING - MCC DAM CONTROL

TYPICAL TRANSDUCER EQUIPMENT

FIBER OPTIC PATCH PANEL8.

PROCESS CONTROLLER WITH 4-20mA INPUT7.

FIBER OPTIC TO 4-20mA RECEIVER6.

POWERHOUSE MOTOR CONTROL CENTER

SINGLE MODE FIBER OPTIC CABLE FROM TAITNER GATE CONTROL PANEL TO 5.

DC POWER SUPPLY FOR FIBER OPTIC TRANSMITTER/RECEIVER4.

4-20mA TO FIBER OPTIC CONVERTER3.

RECOMMENDATION)

TWISTED SHIELDED PAIR FOR 4-20mA SIGNAL (PER TRANSDUCER MFR 2.

SINGLE TURN ROTATIONAL TRANSDUCER1.

SHEET KEYNOTES

P O

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FUNCTIONALITY AS EXISTING STOBES/SIRENS.

CENTER. STROBES/SIRENS SHALL BE REPLACED IN KIND AND PROVIDE SAME

WARNING STOBES/SIRENS LOCATED ON FRONT SIDE OF MOTOR CONTROL

ADDITIONAL EQUIPMENT ASSOCIATED WITH THE GATE CONTROL INCLUDES 9.

FOR CABLE SIZING.

REMOTE CONTROL CABLING SHALL TAKE VOLTAGE DROP INTO ACCOUNT

FOR PROPOSED CONTROL WIRE/FIBER OPTIC CABLE ROUTING. UPDATED

CENTER IN THE POWERHOUSE. SEE SHEETS LOCK-ES101 AND DAM-ES-101

ITS RESPECTIVE CONTROL BOX AT THE REAR OF THE MOTOR CONTROL

EACH GATE CURRENTLY HAS A 15 CONDUCTOR CABLE (#12 AWG) ROUTED TO

REPLACED AND ROUTED ALONG SAME PATH AS FIBER OPTIC CABLE RUN.

ALL CONTROL WIRING FROM EACH GATE TO POWERHOUSE SHALL BE 8.

PIER.

CONTRACTOR SHALL REPLACE WIRING FROM POWERHOUSE TO EACH DAM

RECOMMENDED GATE HEIGHT INDICATON SYSTEM. ADDITIONALLY,

REMOTE GATE HEIGHT INDICATION DIAGRAM HAS BEEN PROVIDED AS A 7.

EXISTING TAINTER GATE REMOTE CONTROL/STATUS SYSTEM.

FOR FURTHER INFORMATION ON EXISTING MOTOR CONTROL CENTER AND

MOTOR CONTROL CENTER INTERIOR. SEE DRAWING APPENDICES I AND III

UTILIZE EXISTING MOUNTING HOLES IN DESIGNATED SECTIONS OF EXISTING

POSITION INDICATION HARDWARE DESCRIBED ON THIS SHEET. PANEL SHALL

CONTRACTOR SHALL PROVIDE PAINTED METAL MOUNTING PANELS FOR 6.

APPENDIX I ATTACHMENT II FOR PERTINENT SITE PHOTOS.

APPENDIX I ATTACHMENT I FOR AS BUILT DRAWINGS AND SPECIFICATION

RECTIFIER, AND ASSOCIATED FEEDER CIRCUIT BREAKER. DRAWING

GATES REMOTE CONTROL/STATUS FUNCTIONALITY, CONTROL SYSTEM

INDICATION LIGHTING, PUSH BUTTONS AND ALARMS ASSOCIATED WITH EACH

SHALL ALSO BE REPLACED. THIS INCLUDES BUT NOT LIMTIED TO: ALL

HARDWARE LOCATED IN THE POWERHOUSE MOTOR CONTROL CENTER

GATES LOCAL TO THE DAM PIERS SHOWN ON SHEET DAM-E-501. ADDITIONAL

HARDWARE REQUIRED FOR REMOTE CONTROL OPERATION OF THE TAITNER 5.

LOCATED IN THE TWO ADJACENT MCC SECTIONS.

SHIELDED PAIR CABLE TO THE REPLACEMENT PROCESS CONTROLLER

FIBER OPTIC RECEIVER SHALL OUTPUT 4-20 mA SIGNAL VIA A TWISTED 4.

BASIS OF DESIGN IS PRECISION DIGITAL PD-6000.

MOUNTING AND POWER CIRCUITS.REPLACEMENT PROCESS CONTROLLER

PROPORTIONAL SIGNAL. CONTROLLERS SHALL UTILIZE EXISTING PANEL

WITH NEW PROCESS CONTROLLERS CAPABLE OF DISPLAYING 4-20 mA

EXISTING INCON 1255 TYPE PROCESS CONTROLLERS SHALL BE REPLACED 3.

FIBER OPTIC MOUNTING AND POWER CIRCUITS.

JUMPERS SHALL PROVIDE FINAL CONNECTION BETWEEN PATCH PANEL AND

A 24 STRAND FIBER OPTIC PATCH PANEL. SINGLE MODE FIBER OPTIC

FO CABLE SHALL ENTER MOTOR CONTROL CENTER AND BE TERMINATED IN 2.

RUN.

CONTROL/INFORMATION REGARDING FIBER OPTIC AND CONTROL CABLING

LOCK-ES101 AND DAM-ES101 FOR RECOMMENDED ROUTING OF

DESIGNATED FOR TRANSDUCER EQUIPMENT. REFER TO SHEETS

FIBER OPTIC CABLE SHALL ENTER MCC VIA GALLERY. CABLE SHALL ENTER 1.

GENERAL SHEET NOTES

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READY TO ADVERTISE

LOCK

LOCK UPSTREAM SITE PLAN

1" = 30'

TO DAM LEFT HAND PIER7.

TO LOCK POWERHOUSE6.

CROSSOVER TUNNEL

FIBER OPTIC AND CONTROL CABLING PATH ROUTED IN MAIN LOCK CHAMBER 5.

FIBER OPTIC AND CONTROL CABLING PATH ROUTED IN RIVERWALL GALLERY4.

EMERGENCY SECONDARY HOUSE3.

EMERGENCY GATE MAIN HOUSE2.

LOCK POWERHOUSE1.

SHEET KEYNOTES

P A

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IA

L L

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K P

L A

N

ES101

LOCKWALLS/CROSSOVERS.

RESPECT TO FINAL ROUTING OF CABLING THROUGH

SEE DRAWING APPENDIX I FOR LOCK CONSTRUCTION AS BUILTS WITH 4.

WORK (MAIN HOUSE). SEE ADDITIONAL LOCK DRAWINGS FOR MORE DETAIL.

EMERGENCY GATE HOUSES SHOWN FOR LOCATION OF EMERGENCY GATE 3.

CABLING SHALL BE ABANDONED.

CABLING SHALL BE DISCONNECT, CABLING ENDS SHALL BE LABELED, AND

ROUTED ON SAME PATH SHOWN FOR REPLACEMENT CABLING. EXISTING

EXISTING TAINTER GATE AND REMOTE CONTROL CABLING NOT CURRENTLY 2.

SEE POWERHOUSE DRAWINGS FOR MORE INFORMATION.

TAINTER GATE REMOTE CONTROL AND GATE HEIGHT INDICATION UPGRADES.

AND BE ROUTED UPWARDS TO MOTOR CONTROL CENTER FOR USE IN THE

SHOWN MIDDLE WALL GALLERY TO AREA DIRECTLY BELOW POWERHOUSE,

SEE DAM SHEETS FOR MORE INFORMATION. WIRING SHALL CONTINUE DOWN

FIBER OPTIC AND REMOTE CONTROL CABLING DESCRIBED IN DAM SHEETS.

ROUTING PATH SHOWN IS FOR REPLACEMENT TAINTER GATE POSITION 1.

GENERAL SHEET NOTES

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A1 A4

EMERGENCY GATE SECONDARY HOUSE

M

E R

G E

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Y

EMERGENCY GATE MACHINERY HOUSE

3/16"" = 1'-0"

3/16" = 1'0"

3/16" = 1'-0"

EMERGENCY GATE MAIN AND SECONDARY MACHINERY HOUSE ELEVATIONS

D1 - 3

E-101

LOCK-

D1 - 4

E-101

LOCK-

G A

T E P

IE

EXISTING DOWNSTREAM LEAF TRAVELING NUT LIMIT SWITCH10.

EXISTING UPSTREAM LEAF TRAVELING NUT LIMIT SWITCH9.

EXISTING DOWNSTREAM LEAF DRIVE MOTOR8.

EXISTING UPSTREAM LEAF DRIVE MOTOR7.

EXISTING DOWNSTREAM EMERGENCY GATE (LEAF) CONTROL CABINET6.

EXISTING UPSTREAM EMERGENCY GATE (LEAF) CONTROL CABINET5.

EXISTING EMERGENCY GATE SECONDARY HOUSE4.

EXISTING EMERGENCY GATE MAIN MACHINERY HOUSE3.

EXISTING REMOTE CONTROL PANEL2.

EXISTING TRASH SCREEN HOIST RAIL1.

SHEET KEYNOTES

EXISTING EMERGENCY GATE CONTROL PANEL, SEE SHEET LOCK-E-502.

FOR MORE INFORMATION ON THE EXISTING TRASH SCREEN HOIST AND 7.

LIMIT SWITCH SPECIFICATIONS.

CONTROLS REPLACEMENT. SEE DAM SHEETS FOR ROTATING CAM TYPE

ROTATING CAM TYPE LIMIT SWITCH UTILIZED IN DAM TAINTER GATE

EXISTING TRAVELING NUT LIMIT SWITCH SHALL BE REPLACED WITH SAME 6.

SCREEN HOIST, AND EMERGENCY GATE CONTROL CABINET REQUIREMENTS.

LOCK-E-501/502 FOR MORE INFORMATION ON CONTROLS INTERFACE, TRASH

DIAGRAMS, AND LOCATIONS OF EXISTING EQUIPMENT. SEE SHEET

OM-250.1/29 FOR INFORMATION REGARDING EXISTING CONTROLS, WIRING

DAM AND EMERGENCY GATE AS BUILT DRAWINGS, SHEETS OM-250.1/25 THRU

ALL CONTROLS SHALL BE REPLACED IN KIND. SEE DRAWING APPENDIX II - 5.

EMERGENCY GATE LEAF.

EMERGENCY GATE LEAVES. AUXILIARY CHAMBER ONLY HAS DOWNSTREAM

MAIN CHAMBER INCLUDES BOTH UPSTREAM AND DOWNSTREAM 4.

WHAT IS SHOWN.

AUXILIARY LOCK CHAMBER WILL HAVE A MIRRORED FLOOR PLAN FROM

EMERGENCY GATE HOUSES SHOWN ARE FOR MAIN LOCK CHAMBER. 3.

PLAN ON SHEET LOCK-ES-101.

FOR LOCATION OF EMERGENCY GATES HOUSES, REFER TO PARTIAL LOCK 2.

ELECTRICAL WORK FOR COMPLETE DESCRIPTION OF WORK.

WIRING DOWNSTREAM OF GATE CONTROL CABINET. SEE SUMMARY OF

WAY, GATE CONTROL PANEL, AND ALL ASSOCIATED POWER AND CONTROL

(TRAVELING NUT LIMIT SWITCHES, TRASH SCREEN HOIST AND POWER BUS

EQUIPMENT (CIRCUIT BREAKERS), POSITION INDICATION INSTRUMENTATION

EMERGENCY GATE CONTROL SYSTEM HARDWARE, POWER DISTRIBUTION

EQUIPMENT DESCRIBED HEREIN. REPLACEMENT EFFORTS INCLUDE:

CONTRACTOR SHALL REPLACE EXISTING LOCK EMERGENCY GATE 1.

GENERAL SHEET NOTES

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3/4" = 1'-0"

EMERGENCY GATE CONTROL CABINET EXTERIOR

3/4" = 1'-0" A1

(UPSTREAM AND DOWNSTREAM GATES)

EMERGENCY GATE CONTROL CABINETS INTERIOR

GENERAL SHEET NOTES

E M

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BASE OF EACH CONTROL PANEL FOR WATER DRAINAGE.

CABINET. ADDITIONALLY, A SCREENED HOLE SHALL BE PROVIDED IN THE

RUBBER CONDUIT NIPPLE TO PREVENT WATER INTRUSION INTO THE

ALL CONDUITS ENTERING EXISITNG PANEL SHALL BE PROVIDED WITH A 6.

EMERGENCY GATE TUNNEL.

TRANSFORMER/PANEL AND SUMP PUMPS ASSOCIATED WITH EACH LOCKS

BE RECONNECTED. EQUIPMENT LIST INCLUDES SUPPORTING LIGHTING

ALL SUPPORT EQUIPMENT NOT ASSOCIATED WITH EMERGENCY GATE SHALL 5.

GATES ARE 25 AND 50 HORSEPOWER RESPECTIVELY.

EXISTING DRIVE MOTORS FOR UPSTREAM AND DOWNSTREAM EMERGENCY 4.

INFORMATION.

HOISTS AND APPURTENANCES. SEE SHEET LOCK-E-502 FOR MORE

PANELS LOCATED ON EITHER SIDE OF CHAMBER, AND 5 TON TRASH SCREEN

EMERGENCY GATE EFFORTS ALSO INCLUDE REPLACEMENT OF CONTROL 3.

DOWNSTREAM EMERGENCY GATE SHALL BE REHABILITATED.

LOCK UPSTREAM EMERGENCY GATE HAS BEEN DECOMMISSIONED.

STILL UTILIZES BOTH GATES, WHICH SHALL BE REHABILITATED. AUXILIARY

OF THE UPSTREAM MITER GATES FOR EACH LOCK CHAMBER). MAIN LOCK

CHAMBER (BOTH EMERGENCY GATES ARE LOCATED DIRECTLY UPSTREAM

LOCKS INCLUDED BOTH UPSTREAM AND DOWNSTREAM GATES FOR EACH

ORIGINAL DESIGN OF EMERGENCY GATE SYSTEM FOR MAIN AND AUXILIARY 2.

LAYOUT.

OM-250.1/25 THRU OM-250.1/29 FOR EXISTING GATE CONTROLS WIRING AND

BE IN KIND WITH EXISTING HARDWARE. SEE DRAWING APPENDIX II, SHEETS

WIRING IN AND DOWNSTREAM OF CONTROL CABINET. REPLACEMENT SHALL

HARDWARE, GATE CONTROL INSTRUMENTATION, AND CONTROL AND POWER

GATE INCLUDING ALL INTERIOR AND EXTERIOR CONTROL CABINET

CONTRACTOR SHALL REPLACE ALL CONTROL COMPONENTS OF EMERGENCY 1.

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XXX" = 1'-0"

A1

EMERGENCY GATE REMOTE CONTROL PANEL

XXX" = 1'-0"

A5

EMERGENCY GATE TRASH HOIST

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TRASH SCREEN HOIST CONTROL PENDANT.5.

POWER BUS WAY FOR TRASH SCREEN HOIST POWER4.

5 TON TRASH SCREEN HOIST3.

HIGH WATER.

MOLDED RUBBER QUICK DISCONNECT TO ALLOW FOR PANEL REMOVAL IN 2.

EMERGENCY GATE CONTROL PANEL1.

SHEET KEYNOTES

CONTROLS ON SAME SIDE AS LEAF THEY ARE CONTROLLING.

UPSTREAM SIDE OF PANEL). REPLACEMENT CONTROL PANEL SHALL HAVE

REVERSED (UPPER LEAF ON DOWNSTREAM SIDE OF PANEL, LOWER LEAF ON

EXISTING CONTROLS ON THE MAIN CHAMBER CONTROL PANEL ARE 6.

SEE DRAWING APPENDIX II, SHEET OM-250.1/26 FOR MORE INFORMATION.

CONDUCTOR, UPSTREAM GATE CONTROL CABLE SHALL BE 7 CONDUCTOR.

TO DURING HIGH WATER. DOWNSTREAM GATE CONTROL CABLE SHALL BE 10

FEMALE PLUG SHALL BE PROVIDED WITH DUMMY MALE PLUG TO CONNECT

ROUTED TO CONTROL CABINET LOCATED IN TOP OF EMERGENCY GATE PIER.

MALE PLUG SHALL BE ROUTED TO CONTROL PANEL. FEMALE PLUG SHALL BE

SHALL BE PROVIDED FOR CONNECTIVITY. PLUGS SHALL BE WATER TIGHT.

MULTICONDUCTOR CABLE WITH SOOW JACKET. MOLDED RUBBER PLUGS

REMOVED DURING HIGH WATER. CONTROL WIRING SHALL BE PROVIDED IN A

EACH EMERGENCY GATE CONTROL PANEL SHALL BE CAPABLE OF BEING 5.

RATED NEMA 4X FIBER GLASS.

DOOR SHALL BE DEAD FRONT TYPE. CONTROL PANEL ENCLOSURE SHALL BE

WITH A LOCKABLE DOOR FOR SECURITY. INTERIOR PANEL BEHIND LOCKABLE

ADDITIONALLY, EACH REPLACEMENT CONTROL PANEL SHALL BE PROVIDED

ON MAIN LOCK, AND DOWNSTREAM GATE ON AUXILIARY LOCK.

DETAIL. PANEL SHALL CONTROL BOTH UPSTREAM AND DOWNSTREAM GATES

DRAWING APPENDIX II, SHEET OM-250.1/28 FOR EXISTING CONTROL PANEL

EMERGENCY GATE CONTROL PANEL SHALL BE REPLACED IN KIND. SEE 4.

HOIST WIRING.

DISCONNECT, ALONG WITH UPSTREAM AND DOWNSTREAM TRASH SCREEN

OF EACH EMERGENCY GATE PIER. CONTRACTOR SHALL REPLACE EXISTING

PROVIDED VIA A 60A, 600 VAC DISCONNECT SWITCH LOCATED AT THE BASE

EXISTING POWER DISCONNECT FOR EACH TRASH SCREEN HOIST IS 3.

PROVIDE CONTINUOUS GROUNDING FOR THE SYSTEM.

INCLUDE A GROUNDING BUS IN ADDITION TO THE PHASE BUSES UTILIZED TO

REPLACEMENT TRASH SCREEN HOIST POWER BUSWAYS EACH SHALL 2.

POWER BUSWAY IS COMPOSED OF 3 PHASE BUSES.

POWER BUSWAYS, FIELD WIRING, AND CONTROL PENDANTS. EXISTING

AUXILIARY CHAMBER) SHALL BE REPLACED, ALONG WITH THEIR ASSOCIATED

TRASH SCREEN HOISTS (TOTAL OF 2 - 1 FOR MAIN CHAMBER, 1 FOR 1.

GENERAL SHEET NOTES

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OVERALL DAM PLAN

DAM

V

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ES101

F L

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1" = 80'

DRAWINGS FOR MORE INFORMATION.

BULKHEAD DRAWINGS AND APPENDIX IV - BULKHEAD CRANE AS BUILT

INDICATED ON PLAN DUE TO ITS ABILITY TO TRAVERSE ENTIRE BRIDGE. SEE

STRATTLES UPSTREAM AND DOWNSTREAM SERVICE BRIDGE. CRANE NOT

BULKHEAD CRANE CURRENTLY LOCATED ATOP DAM SERVICE BRIDGE AND 4.

SIGNAGE.

REFER TO SHEET DAM-E-102 FOR INFORMATION REGARDING THE "DANGER" 3.

GALLERIES.

LOCK-ES101 FOR ADDITIONAL ROUTING DETAILS THROUGH THE LOCK

DOWN LEFT HAND PIER TO THE LOCK GALLERY. REFER TO SHEET

THE ELECTRICAL MANHOLES ON THE TOP OF THE DAM TO EACH PIER AND

FIBER OPTIC AND DAM REMOTE CONTROL CABLES SHALL BE RUN THROUGH 2.

REFER TO SHEET DAM-E-101 FOR DAM PIER INFORMATION.1.

GENERAL SHEET NOTES

MORE INFORMATION.

SERVICE BRIDGE. BUSWAY SHALL BE REPLACED. SEE SHEET DAM-E-504 FOR

EXISTING BULKHEAD CRANE POWER BUSWAY ROUTED DOWN ENTIRE DAM 5.

BULKHEAD CRANE SHEETS FOR MORE INFORMATION.

FEEDER CIRCUIT PRESENT. FEEDER CIRCUIT TO BE REPLACED. SEE

PIER 6 LOCATION - PIER WITH EXISTING BULKHEAD CRANE POWER BUSWAY 4.

TO BE DECOMISSIONED. SEE SHEET DAM-E-102 FOR MORE INFORMATION

PIER 5 LOCATION - PIER WITH EXISTING "DANGER" SIGN PRESENT. SIGNAGE 3.

APPENDIX II - DAM/EMERGENCY GATE AS BUILT DRAWINGS

DAM SERVICE BRIDGE WITH EXISTING RACEWAY SYSTEM - SEE DRAWING 2.

DAM MACHINERY HOUSES WITH TG DRIVE EQUIPMENT1.

SHEET KEYNOTES

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A1

TYPICAL DAM OPERATING MACHINERY HOUSE (PIERS 1 THRU 12)

INFORMATION.

REFER TO SHEET DAM-E-607 FOR ADDITIONAL TAINTER GATE CONTROL 3.

REFER TO SHEET DAM-E-501 FOR CONTROL PANEL WORK2.

PIER FEEDER ELEVATION INFORMATION LOCATED ON SHEET DAM-E-5021.

GENERAL SHEET NOTES

TAINTER GATE DRIVEN SIDE TAINTER GATE DRIVE SIDE

3/16" = 1'-0"

T Y

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LOCAL TAINTER GATE CONTROL - DAM-E-502

FRONT OF PIER - LOCATION OF PIER POWER DISTRIBUTION EQUIPMENT AND 7.

EXISTING LIMIT SWITCH6.

EXISTING SELSYM MOTOR5.

EXISTING REMOTE OPERATION HARDWARE PANEL4.

EXISTING GATE CONTROL PANEL3.

EXISTING GATE BRAKE ASSEMBLY2.

EXISTING ELECTRIC DRIVE MOTOR FOR TAINTER GATE1.

SHEET KEYNOTES

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READY TO ADVERTISE

E-102

1/8" = 1'-0"

PIER 5 "DANGER" SIGNAGE AND ASSOCIATED CONDUIT/CIRCUIT ROUTING

EXISTING DOWNSTREAM "DANGER" SIGN9.

EXISTING DOWNSTREAM JUNCTION BOX8.

EXISTING CONDUIT RACEWAY ROUTED THROUGH STATE ROADWAY BRIDGE.7.

EXISTING AERIAL CONDUIT RUN6.

EXISTING JUNCTION BOX FOR DOWNSTREAM SIGNAGE CIRCUIT ROUTING5.

EXISTING IN-SLAB CONDUIT RACEWAY4.

EXISTING JUNCTION BOX - CEILING OF LOWER LEVEL3.

PIER 5 MACHINERY HOUSE2.

EXISTING UPSTREAM "DANGER" SIGN1.

SHEET KEYNOTES

D A

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SHALL BE REMOVED.

DETERMINE DURING SITE VISIT). EXPOSED SIGNAGE CIRCUIT CONDUITS

PANEL (LOCATION OF FEEDER PANEL NOT SHOWN, CONTRACTOR TO

SWITCH, AND SIGNAGE BRANCH CIRCUIT CONDUCTORS FROM FEEDER

ALONG WITH SIGNAGE WIRING, LIGHTING CONTACTOR, CIRCUIT DISCONNECT

CONTRATOR SHALL REMOVE SIGNAGE LIGHT BULBS FROM BOTH SIGNS,

UPSTREAM AND DOWNSTREAM "DANGER" SIGNAGE TO BE DECOMISSIONED. 1.

GENERAL SHEET NOTES

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CH 1 INPUT

CH 2 INPUT

CH 3 INPUT

CH 4 INPUT

FIBER

PWR

+ + - - O O

INPUT

OUTPUT

ALARM

22.5-28.5VDC

SINGLE

PARALLEL

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A1

SCALE: 1"=1'0"

C1

SCALE: 1"=1'0"

EXTERIOR VIEW OF PANEL

COMPONENTS ON BACKPLANE

INTERIOR VIEW OF PANEL

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GENERAL SHEET NOTES

SHEET KEYNOTES

MAIN TAINTER GATE CONTROL PANEL

SECONDARY TAINTER GATE CONTROL PANEL FOR REMOTE OPERATION

DC POWER SUPPLY FOR FIBER OPTIC TRANSMITTER24.

SIGNAL.

FIBER OPTIC TRANSMITTER FOR ROTATIONAL POSITION TRANSDUCER 23.

DUTY TYPE REQUIRED.

MAIN BREAKER DISCONNECT DOOR OPERATOR (TO BE REPLACED). HEAVY 22.

TERMINAL STRIP21.

FUSE/FUSE BLOCK - 10 AMP20.

CONTROL POWER TRANSFORMER - 500 VA19.

CONDITIONS

OVERLOAD RELAY REPLACE IN KIND - SEE APPENDIX III AND FIELD 18.

FIELD CONDITIONS

CONTROL RELAY, 125 VDC COIL, 12 AMPS CONTACTS, SEE APPENDIX III AND 17.

AND FIELD CONDITIONS.

REMOTE CONTROL RECTIFIER, 120 VAC, SINGLE PHASE, SEE APPENDIX III 16.

OVERLOAD RELAY RESET15.

INCREMENTAL RAISE (NOT REQUIRED IN REDESIGN)14.

CONTROL POWER SWITCH13.

HEATERS CONTROL (NOT REQUIRED IN RE-DESIGN)12.

OVERTRAVEL BACKOUT MOMENTARY PUSHBUTTON CONTROLS11.

CONTROL PANEL BACKPLANE10.

25A TERMINAL BLOCK9.

AND FIELD CONDITIONS)

CONTROL CIRCUIT FUSING (SIZED AS INDICATED ON AS BUILT DRAWINGS 8.

CONTROL CENTER IN POWERHOUSE ON MIDDLE WALL)

OVERLOAD RELAY (INDICATOR LIGHT LOCATED ON REAR OF MOTOR 7.

CONTROL POWER TRANSFORMER - 500 VA, 120 VAC SECONDARY6.

RESET PUSHBUTTON.

REFURBISHMENT COMPANY RECOMMENDATION, PLUS DOOR MOUNTED

DRIVE MOTOR OVERLOAD, BI-METALLIC TYPE, SIZED PER MOTOR 5.

CONTACTS AS REQUIRED.

PCM - MAGNETIC CONTACTOR, NEMA SIZE 3, 600VAC, 120VAC COILS, 4.

INTERLOCKED, 120VAC COILS, CONTACTS AS REQUIRED.

CONTACTOR, NEMA SIZE 3, 600VAC, ELECTRICALLY AND MECHANICALLY

PCR - RAISE CONTACTOR. COMBINED WITH PCL AS A REVERSING MAGNETIC 3.

INTERLOCKED, 120VAC COILS, CONTACTS AS REQUIRED.

CONTACTOR, NEMA SIZE 3, 600VAC, ELECTRICALLY AND MECHANICALLY

PCL - LOWER CONTACTOR. COMBINED WITH PCR AS A REVERSING MAGNETIC 2.

MAIN CIRCUIT BREAKER - 225A FRAME/150A TRIP, 600VAC, 3 POLE, 25,000 AIC,1.

CONTROL PANEL.

CONVERTER AND DC POWER SUPPLY) SHALL BE SUPPLIED FOR EACH GATE

HARDWARE FOR REMOTE GATE HEIGHT STATUS (4-20mA TO FIBER OPTIC

PANELS. EQUIPMENT SHOWN SHALL BE REPLACED IN KIND. ADDITIONALLY,

CONTROL PANEL LAYOUT TYPICAL FOR ALL TAINTER GATE CONTROL 8.

BACKPANEL SIZE DURING SITE VISIT.

STEEL AND BE POWDER COATED WHITE. CONTRACTOR TO DETERMINE

CONTROL PANEL ENCLOSURE. PANEL SHALL BE MADE FROM 14 GAUGE

BACKPANEL. BACKPANEL SHALL BE ABLE TO BE MOUNTED IN EXISITNG

REPLACEMENT CONTROLS SHALL BE PROVIDED ON NEWLY FABRICATED 7.

APPENDIX III FOR TAINTER GATE REMOTE CONTROL AS BUILT DRAWINGS.

APPENDIX 2 FOR ORIGINAL DAM AS BUILT DRAWINGS AND DRAWING

RE-INCORPORATE REMOTE CONTROL FUNCTIONALITY. SEE DRAWING

WITH PIER AND REMOTE OPERATION WIRING. CONTROLS SHALL

PANEL FOR LOCAL AND REMOTE OPERATION SHALL BE REPLACED, ALONG

EXISTING HARDWARE ASSOCIATED WITH MAIN AND SECONDARY CONTROL 6.

OF CONTROL FOR NON-SUBMERGIBLE GATES SHALL BE INCORPORATED.

AND SHALL BE REMOVED FROM REDESIGN. ALL OTHER EXISTING FEATURES

IN 1 FT INCREMENTS FOR FIRST 8'-0" OF RAISING IS NO LONGER REQUIRED

INCREMENTAL CONTROL SHOWN ON SCHEMATIC WHICH START/STOP GATES 5.

NON-SUBMERGIBLE TYPE CONTROLS.

ALLOW CAPABILITY TO SUBMERGE. ALL GATES SHALL HAVE

TYPE DUE TO PREVIOUS UPDATES TO EQUIPMENT WHICH NO LONGER

(GATES 1, 6, 7, 8, AND 12) SHALL BE RECONFIGURED AS NON-SUBMERGIBLE

DIAGRAM OF NON-SUBMERGIBLE GATES. SUBMERGIBLE GATE CONTROLS

SEE DRAWING APPENDIX II SHEET OM-370.1/6 FOR SCHEMATIC CONTROL 4.

SHALL BE SUBMITTED TO GOVERNMENT FOR APPROVAL.

RECOMMENDED FOR SPECIFIC TAINTER GATE DRIVE MOTORS. OVERLOADS

SHALL INQUIRE TO MOTOR WHAT TYPE REPLACEMENT OVERLOADS ARE

OVERLOADS: MOTOR OVERLOADS SHALL BE REPLACED. CONTRACTOR 3.

PIERS.

SEE SHEET DAM-E-101 FOR MAIN AND SECONDARY PANEL LOCATION ON DAM 2.

CONTROL PANEL WITH MODERN EQUIPMENT WITH SAME FUNCTIONALITY

CONTROL HARDWARE WORK IS TO REPLACE COMPONENTS WITHIN

COMPONENTS ARE IN AN AGED STATE AND MOST ARE OBSOLETE. AIM OF

SCOPE OF CONTROL PANEL WORK: CURRENTLY CONTROL PANEL 1.

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SCALE: 1"=1'0"

TYPICAL PIER FEEDER ELEVATION

SCALE: 1"=1'0"

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TYPICAL DEMO PIER FEEDER ELEVATION

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200 AMP 480V DISCONNECT SWITCH4.

200 AMP 480V RECEPTACLE3.

DAM FEEDER MANUAL SELECTOR SWITCH2.

EXISTING DAM FEEDER SELECTOR CIRCUIT BREAKER (TO BE DEMOLISHED)1.

SHEET KEYNOTES

BULKHEAD CRANE (TO BE UPDATED, SEE SHEET DAM-E-504).

REMOVED, SEE SHEET DAM-E-102), AND PIER 6 FEEDS POWER BUSWAY FOR

PIER 5 HOLDS ADDITIONAL LIGHTING CIRCUITS FOR DAM SIGNAGE (TO BE

PIER 5 AND PIER 6 HAVE ADDITIONAL EQUIPMENT NOT CURRENTLY SHOWN. 5.

CONTRACTOR TO VERIFY SPACING IN FIELD.

ALL EQUIPMENT ON PIER FRONT ELEVATION NOT SHOWN FOR CLARITY. 4.

INFORMATION.

REFER TO SHEETS DAM-E-601, DAM-E-602, AND DAM-E-603 FOR ONELINE 3.

NEMA 3R DISCONNECT SWITCH ABOVE RECEPTACLE.

DAM PIERS NEXT TO EXISTING 50 AMP RECEPTACLE. PROVIDE A 100 AMP,

100 AMP, 480V, 3 PHASE, 4 WIRE RECEPTACLE SHALL BE INSTALLED ON ALL 2.

OPENING OF THE SWITCH ENCLOSURE (DEAD FRONT TYPE).

MANUAL TRANSFER SWITCH SHALL BE OPERABLE WITHOUT REQUIRING THE

WITHIN MANUAL TRANSFER SWITCH SHALL BE ADJUSTABLE TRIP TYPE.

SEE SHEET DAM-E-602 FOR CABLING INFORMATION. CIRCUIT BREAKER

REPLACEMENT MANUAL TRANSFER SWITCH SHALL BE REPLACED IN KIND.

225 AMP, 480V, 3 PHASE, 4 WIRE. WIRING UPSTREAM AND DOWNSTREAM OF

WITH MANUAL SELECTOR SWITCH. MANUAL SELECTOR SWITCH SHALL BE

EXISTING DAM FEEDER SELECTOR CIRCUIT BREAKERS TO BE REPLACED 1.

GENERAL SHEET NOTES

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TRAVELING NUT LIMIT SWITCH LOCATIONS

TAINTER GATE REMOTE POSITION INDICATION INSTRUMENTATION AND

EXISTING TRANSDUCER MOUNTING BRACKET6.

EXISTING DRIVE SPROCKET FROM DRUM SHAFT5.

EXISTING SPROCKET CHAIN FROM DRIVE TO DRIVEN SPROCKET4.

EXISTING DRIVEN SPROCKET TO TRANSDUCER SHAFT3.

EXISTING TRAVELING NUT LIMIT SWITCH2.

EXISTING TRANSDUCER LOCATION FOR REMOTE POSITION INDICATION1.

SHEET KEYNOTES

AS BUILT DRAWING FOR EXISTING POSITION TRANSDUCER REMOTE POSITION INDICATOR MOUNTING POSITION

CABLING.

AND LOCK-ES101 FOR PROPOSED ROUTING OF FIBER OPTIC AND CONTROL

REMOTE HEIGHT INDICATION SYSTEM SCHEMATIC. SEE SHEETS DAM-ES101

REPLACEMENT DIGITAL READOUTS. SEE SHEET PH-E-503 FOR TAINTER GATE

POWERHOUSE, CONVERTED BACK TO 4-20 mA, AND INPUTED TO

SHALL BE CONVERTED TO FIBER OPTIC SIGNAL AND ROUTED TO

RESOLVERS SHALL OUTPUT A PROPORTIONAL 4-20 mA SIGNAL. SIGNALS 5.

TO ACCOMODATE THE SINGLE TURN RESOLVER.

RECOMMENDS A 4:1 RATIO BETWEEN THE DRIVEN AND DRIVE SPROCKETS

CONFIRMED BY CONTRACTOR DURING DESIGN PERIOD. USACE

DRUM ROTATION DATA. ALL DATA SHALL IS FOR REFERENCE AND SHALL BE

SUMMARY OF ELECTRICAL WORK, ATTACHMENT 1 FOR GATE HEIGHT VS

SPECIFICATION 01 20 00.00 06 - TASK ORDER SCOPE OF WORK, APPENDIX I -

ROUGHLY 3.5 REVOLUTIONS DURING GATE FULL 75' TRAVEL. SEE

GATE TRAVEL IS FROM RIVER ELEVATION 415 TO 490 (75'). DRUM TURNS

TRANSDUCER SHALL PROVIDED GATE HEIGHT IN INCREMENTS OF 0.1 FEET.

SHALL BE REPLACED TO ACCOMODATE SINGLE TURN REQUIREMENT.

TURN RESOLVER. EXISTING DRIVEN SPROCKED AND SPROCKET CHAIN

EXISTING ROTATIONAL TRANSDUCER SHALL BE REPLACED WITH SINGLE 4.

REPLACEMENT SHALL OCCUR FOR EVERY GATE.

MACHINERY IS LOCATED AT ELEVATION 515). INSTRUMENTATION

LIMIT SWITCH IS AT ELEVATION 499 (FOR REFERENCE, TAINTER GATE DRIVE

SWITCHES SHALL BE REPLACED IN KIND. LOCATION OF EXISTING HIGH LEVEL

ADDITIONALLY, THE EXISTING HIGH LEVEL LIMIT AND OVERTRAVEL LIMIT

SWITCH IS GEMCO 1997 GATE HOIST ROTATING CAM LIMIT SWITCH.

REQUIRED. BASIS OF DESIGN FOR REPLACEMENT ROTATING CAM LIMIT

TO BE INCREMENTALLY CONTROLLED. THIS FEATURE IS NO LONGER

DOUBLE POLE, GEAR REDUCTION. EXISTING LIMIT SWITCHES ENABLE GATES

CAM SWITCH MANUFACTURER ON NUMBER OF SWITCHES, SINGLE OR

ROTATING CAM TYPE LIMIT SWITCH. CONTRACTOR SHALL COORDINATE WITH

EXISTING TRAVELING NUT LIMIT SWITCH SHALL BE REPLACED WITH 3.

AID IN REMOTE OPERATION OF THE DAM.

REMOTE HEIGHT INDICATION OF TAINTER GATE IN POWERHOUSE USED TO

CONTROL PANEL CONTROL SCHEME. TRANSDUCER SHALL BE UTILIZED FOR

ROTATION TRANSDUCER. LIMIT SWITCHES SHALL BE UTILIZED IN LOCAL

SCOPE INCLUDES REPLACEMENT OF TRAVELING NUT LIMIT SWITCH AND 2.

REMOTE OPERATION OF THE DAM, SHEET OM 460-12/6.

FOR DETAILS OF EXISTING EQUIPMENT, SEE DRAWING APPENDIX III - 1.

GENERAL SHEET NOTES

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GENERAL SHEET NOTES

SHEET KEYNOTES

A1

EXISTING BULKHEAD CRANE POWER BUSWAY IMBEDDED SUPPORT DETAIL

1 1/2" = 1'0"

EL. 511

EL. 515

EL. 515

EL. 511

A1 EXISTING BULKHEAD CRANE POWER BUSWAY MOUNTING BRACKET LOCATION - DOWNSTREAM ELEVATION OF UPSTREAM SERVICE BRIDGE

NOT TO SCALE

EXISTING ANGLE IRON SUPPORT BRACKET8.

TOP OF UPSTREAM DAM SERVICE BRIDGE7.

EXISTING BULKHEAD CRANE CONTROL CAB6.

EXISTING COLLECTOR MOUNTING BRACKET5.

EXISTING BUSWAY WEATHER SHIELD4.

EXISTING POWER BUSWAY - 1 PHASE (TYPICAL OF 3)3.

EXISTING IMBEDDED SUPPORT BRACKET2.

EXISTING IMBEDDED SUPPORT - KINDORF TYPE D-9801.

A5

EXISTING BULKHEAD CRANE POWER BUSWAY ANGLE SUPPORT DETAIL

1 1/2" = 1'0"

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OF EXISITNG SWAY/COLLECTOR…