Fort Peck - Outdoor SS Transf Replacement Ctr Dwgs_Signed_8 Mar 24 - Amd 0002.pdf
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- Solicitation number
- W9128F24R0045
About this file
This document provides details for a federal contract solicitation to install outdoor station service transformer B and replace four existing 4160 switchgear at Fort Peck, Montana. The solicitation number is W9128F24R0045 and is being issued by the US Army Corps of Engineers Omaha District. The contractor will be required to commence work upon receipt of contract award and complete the project within 1045 calendar days of the notice to proceed. The estimated construction cost is between $1,000,000 to $5,000,000. The primary NAICS code is 237130 for Power and Communication Line and Related Structures Construction with a small business size standard of $45 million. Technical inquiries should be submitted through Bidder Inquiry in ProjNet. The place of performance is the USACE Fort Peck Project Office. Offerors must ensure annual representations and certifications are current in the System for Award Management database.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE: DECEMBER 2023
OUTDOOR STATION SERVICE TRANSFORMER REPLACEMENT
POWERHOUSE
MISSOURI RIVER
FORT PECK DAM
W9128F24R0045
OMAHA DISTRICT
of Engineers
US Army Corps
FORT PECK DAM AREA
& POWERHOUSE 2 LOCATION
FORT PECK POWERHOUSE 1
JOHN Z. YEN, P.E.
CHIEF, ELECTRICAL BRANCH
JORDAN S. FINK, P.E.
DIRECTOR, HYDROELECTRIC DESIGN CENTER
DATEDATE
SUBMITTED BY: APPROVED BY:
DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT
THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF ENGINEERS.
NORTH
PLAN
NORTH
PLAN
C1
VICINITY MAP
SCALE: NTS
C7
LOCATION MAP
SCALE: NTS
H13
SITE PHOTO
SCALE: NTS
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371' - 6"
LEFT RETAINING WALL
TUNNEL PORTAL
SECTIONS
REMOVABLE
TRANSFORMER TRANSFER TRACK
EL 2070.00
FENCE
C TUNNEL #3
L
TRANSFORMER
TRANSFORMERS
CLOSURE W
ALL
L
CONC HEAD BLOCK
C TUNNEL #2
L
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EL 2070.00
230 KV SWITCHYARD
GATE
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MH
HANDRAIL
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EL 2070.00
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SEE NOTE 1
GALLERY HATCH
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CL TUNNEL #4
TRAINING WALL
TUNNEL PORTAL
CONC. HEAD BLOCK
ANY EQUIPMENT IN THIS AREA.
NO PARKING, STAGING, OR PLACING OF
APPROX 100' X 16'. SEE NOTE 1 AND 2
AREA AVAILABLE FOR CONTRACTOR OFFICE TRAILER
PARKING
AREA AVAILABLE FOR CONTRACTOR
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POWERPLANT 2 GENERAL PLAN
6"=1'-0"SCALE:
APPROX
300"
HATCH
ARRANGING OWN PORTABLE TOILETS AND DRINKING WATER.
CONTRACTOR OFFICE TRAILER. CONTRACTOR IS RESPONSIBLE FOR
2. COORDINATE WITH GOVERNMENT FOR AVAILABLE ELECTRIC POWER TO
NORTH OF POWER PLANT 2 AS SHOWN. COORDINATE WITH GOVERNMENT.
1. AVAILABLE SPACE FOR CONTRACTOR OFFICE TRAILER AND EMPLOYEE PARKING
GENERAL NOTES
REFERENCE DRAWINGS
POWER PLANT 2 GENERAL PLANMFP-OPN84E201
C
M P
A
IR
W A
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B O
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COMP. AIR
WALL BOX-
SPACE
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FOR ROTOR
SOLE PLATES
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CRANE ACCESS
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COMP. AIR
WALL BOX-
RAILING
ALUMINUM
COMP. AIR
WALL BOX-
TRAINING WALL
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TRANSFORMER
STATION SERVICE
EL. 2070.0
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FENCE
MANHOLE
TRAINING WALL
GENERATOR HOUSINGS
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DRAFT TUBE DECK-EL. 2049.0
STAIR "B"
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MACHINERY DECK
STAIRS TO ELEVATOR
DRAIN
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DRAIN
ROADWAY
20' TALL
DOOR
SERVICE
T R
A N
S F
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T R
A C
K
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HEIGHT 19' - 11"
WIDTH 15' - 2"
DOOR
SERVICE
2 3 4
EL. 2063.5
C RISERS
UNIT 5
LONG UNITS
D O
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COMP. AIR
WALL BOX-
RAILING
ALUMINUM
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COMP. AIR
WALL BOX-
SPACE
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GRILLE
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SURGE TANK STRUCTURE
DRAIN
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STAIR SHAFT-EL. 207.0
ERECTION FLOOR
230K.V. SWITCHYARD
D
5 6 7 8
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EL. 2070.0
GRADE-EL. 2070.0
EL. 2070.0
UP
D
STAIR "C"
STAIR "A"
TH
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DRINKING FOUNTAIN
CURBAIR DUCTOUTLINE OF SURGE TANKS ABOVE
EL. 2070.0
EL. 2070.42
EL. 2070.42
HANDRAIL
STAIR "K"
STAIR "D"
MANLIFT
GRADE-EL. 2070.0
EL. 2070.0
U P
C PENSTOCK 4 C PENSTOCK 5
C SURGE TANK 4 C SURGE TANK 5
(ABOVE)
MONORAIL
CAPACITY IS 1000 PSF
FLOOR LOADING
L
DRAIN
INTERCEPTER
DIMENSIONS
OPENING
HATCH COVERS
SEE NOTE 3
L L
L L
82" TALL
FREIGHT ELEVATOR
L
L
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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6'-0"
11'-0"
155'-4"28'-8"
31'-3"20'-6"20'-6"20'-6"20'-6"20'-6"20'-6"31'-3"
185'-6"
35'-8"56'-0"38'-7"55'-3"
18'-0"
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PLAN - EL 2070.00 & 2063.50
1"=10'SCALE:
TO TURBINE FLOOR.
3. FLOOR HATCH CAN BE USED TO CRANE EXISTING AND NEW EQUIPMENT
X 18' HIGH.
2. THE TRANSFORMER SERVICE ROOM DOOR ACCESSIBLE DIMENSIONS IS 7' WIDE
HIGH AND A 3,000 LB MAX CAPACITY.
1. FREIGHT ELEVATOR HAS ACCESSIBLE DIMENSIONS OF 60" WIDE X 80" LONG X 82"
GENERAL NOTES
REFERENCE DRAWINGS
EL 2063.50 AND 2070.00
POWER PLANT 2 EQUIPMENT ARRANGEMENT PLANMFP-OPN84E274
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36'-0"56'-0"
18'-0"
31'-7"20'-6"20'-6"20'-6"20'-6"20'-6"20'-6"31'-7"
13'-3"20'-0"20'-4"
CO PROTECTION2
FENCE
INSULATING
OIL STORAGE
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SUPPLY
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GUARDRAIL
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SWITCHGEAR
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K E
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M.G. SETS
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CONTROL
CENTER 1
TUNNEL 3
TRAINING WALL
SEPTIC TANK
DECK-EL. 2047.0
SEPTIC
TANK
F.D.
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D .C
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ACB
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MOTOR CONTROL CENTER 4
NEUT.
DEVICE
DT.
ACCESS
GREASE
PUMP
DISMANTLING
PLATFORM
JACKING
PUMP
RAMP UP
D N
PIPE TRENCH
AC DC
CONTROL SECTION
ACB M.G. SET
UNIT CONTROL
SWITCHBOARD
FRONT
ACTUATOR AND
GOVERNOR OIL
PUMPING UNITS
F R
O N
T
HATCH
COVERS
SURGE EQUIPT
EL. 2050.00
GOVERNOR OIL
PRESSURE TANKS
TURBINE ROOM
EL. 2049.0CL UNIT 4
GRILLE
F
IL
T E
R
H E
A T
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RAILING
POWER
RECEPTACLE
TRANSFORMER
220 C.F.
AIR RECEIVERS
(TAILWATER
DEPRESSING)
F.D.
CL SURGE TANK 4
RISER 4
F.D.
W.H.
S.S.
EQUIPMENT ROOM 1
CL RISERS
STAIR "D"
F.D.
F.D.
SUPPLY
FAN S2
MOTOR CONTROL
CENTER 7
UP
CL SURGE TANK 5
RISER 5
SLIDING DOOR
C A
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LONG CL SURGE TANKS AND SURGE TANK STRUCTURE
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GRILLE
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EL. 2050.00
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ACDC
NEUT.
DEVICE
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GANTRY CRANE
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HATCH RAILING HATCH
SEE NOTE 2 SEE NOTE 2
FREIGHT
ELEVATOR
EL. 2052.0
STAIR SHAFT
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EQUIPMENT ROOM 2
UP
DOWN
BFV HPU, SEE NOTE 3 BFV HPU, SEE NOTE 3
BUTTERFLY VALVE
CORRIDOR
SUPPLY
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TRANSFORMER
LIGHTING
UNIT 4
TRANSFORMER
LIGHTING
UNIT 5
BYPASS VALVE
MOTOR
OPERATOR, TYPVALVE POSITION
INDICATOR, TYP
2'-4"
31'-4" 154'-2"
GEN CO CONTROL CABINET2
6'-0"
SYSTEM
LUBRICATION
GREASE
SYSTEM
LUBRICATION
GREASE
FILTER
HEATER
18'-0"
.8
186'-2"
1'-6"
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PLAN - EL 2049.00 & 2052.00
3/32"=1'-0"SCALE:
1. BOLD REPRESENTS AREAS OF WORK.
GENERAL NOTES
REFERENCE DRAWINGS
POWER PLANT 2 GENERAL PLANMFP-OPN84E201
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SHEET ID
®of Engineers
US Army Corps
U .S
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SD501
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THE COR OF ALL IDENTIFIED STRUCTURES AND/OR UTILITIES WITHIN THE LIMITS OF EXCAVATION
RADAR TO IDENTIFY ALL BURIED STRUCTURES AND UTILITIES IN AREA OF EXCAVATION. NOTIFY
THE CONTRACTOR SHALL USE GROUND PENETRATION
10. SLOPE EXCAVATED EMBANKMENTS IN ACCORDANCE WITH EM 385-1-1.
INFORMATION.
9. REFER TO SHEET S-501 FOR EXISTING CLAY PIPE REMOVAL AND REPLACEMENT
TO CONFIRM REQUIRED COMPACTION RESULTS.
PLACEMENT AND COMPACTION. THREE SEPARATE TESTS PER EACH LIFT ARE REQUIRED
ACCORDING TO SPECIFICATION 31 00 00.09 26 EARTHWORK, PARAGRAPH 3.3, FILL
REQUIREMENTS, LOOSEN AND RECOMPACT TOP 12" OF SUBGRADE TO FINAL GRADE
8. IF SUBGRADE IS DISTURBED DURING EXCAVATION OR FAILS TO MEET THE COMPACTION
TESTS ARE REQUIRED TO CONFIRM REQUIRED COMPACTION RESULTS.
MUST MEET 95% COMPACTION IN ACCORDANCE WITH ASTM D698. THREE SEPERATE
EXCAVATE AND PREPARE THE FINAL GRADE WITH CAUTION. PREPARED SUBGRADE
7. THE SUBGRADE AT THE BOTTOM OF SOIL EXCAVATION MUST NOT BE DISTURBED.
UTILITIES DO NOT BECOME DAMAGED.
AT ALL TIMES DURING EXCAVATION ACTIVITIES TO HELP ENSURE THE TUNNEL OR
MADE DURING CONSTRUCTION. A GOVERNMENT REPRESENTATIVE SHALL BE PRESENT
INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES
6. EXISTING UTILITIES OR THE TUNNEL MUST NOT BE DAMAGED AS PART OF FOUNDATION
FOUNDATIONS ARE NOT SHOWN ON THIS SHEET.
5. EXCAVATION FOR OIL PROCESSING VAULTS AND OTHER SWITCHYARD STRUCTURAL
SUBMITTAL. REMOVE THE CUT SECTION OF PIPE AND INSTALL NEW 8" PVC PIPE.
CLAY PIPE IS NOT DAMAGED. INCLUDE PIPE CUTTING PLAN IN THE PIPE INSTALLATION
EXCAVATE A 2'-0" BY 1'-8" AREA AROUND IT. CUT PIPE WITH CARE TO ENSURE REMAINING
4. LOCATE THE EXISTING 8" VITRIFIED CLAY PIPE BY PROBING WITH HAND TOOLS AND
EXISTING STRUCTURES AND UTILITIES.
3. CONTRACTOR SHALL TAKE CARE DURING EXCAVATION TO AVOID DAMAGING
OF ANY ELEVATION VARIANCES.
2. VERIFY ALL LOCATIONS AND ELEVATIONS PRIOR TO EXCAVATING, AND NOTIFY COR
1. EXCAVATE SOIL FOR KW5A FOUNDATIONS TO DEPTHS AS SHOWN ON THIS SHEET.
K6
SD501
PLAN - EXCAVATION LIMITS FOR KW5A FOUNDATIONS
3/8"=1'-0"
C6
SD501
SOIL EXCAVATION
3/8"=1'-0"
4'0 2' 8'
4'0 2' 8'
EL. = 2070.0
EXISTING GRADE
26'-0" OF EXCAVATION FOR KW5A FOUNDATION
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A3
SD501
EXISTING 8" CLAY PIPE (TO BE FIELD VERIFIED)
1'-8"
(TO BE FIELD VERIFIED)
EXISTING 8" CLAY PIPE
2'-0"
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4'0 2' 8'
11. REFER TO SD501 FOR EXCAVATION DIMENSIONS FOR LEAN CONCRETE FILL.
10. ALL REBAR SHOWN SHALL BE ASTM A615, GRADE 60, #8 BARS.
9. INSTALL BENT BARS AS SHOWN PRIOR TO SETTING OF LEAN CONCRETE.
8. FILL LEAN CONCRETE TO APPROXIMATELY 4'-3" BELOW GRADE.
PLACEMENT OF THE NEXT LIFT.
SPECIFICATIONS. CLEAN, SATURATED DRY SURFACE IS REQUIRED IMMEDIATELY BEFORE
AS POSSIBLE AND PREPPED FOR SUBSEQUENT LIFT(S) IN ACCORDANCE WITH
SHALL NOT EXCEED 3'. FOR A MAXIMUM OF 3 LIFTS, COLD JOINTS SHALL BE AS HORIZONTAL
EVENLY THROUGHOUT THE EXCAVATION. MAXIMUM LEAN CONCRETE LIFT HEIGHT
EXCAVATION. LIMIT MAXIMUM CONCRETE DROP TO 6". DEPOSIT LEAN CONCRETE
7. DEPOSIT LEAN CONCRETE WITH TREMIE PIPE, STARTING AT THE BOTTOM OF PREPARED
1000-2000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
6. FILL IN EXCAVATED AREAS FOR THE KW5A TRANSORMER WITH LEAN CONCRETE,
OF CLAY PIPE WITH PVC PIPE. 1000-2000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.
5. EXCAVATED PIPE LOCATION SHALL BE FILLED WITH LEAN CONCRETE AFTER REPLACEMENT
REMOVABLE TAPE/PROTECTIVE SLEEVES/BOC OUT/ETC.
4. PROTECT MINIMUM 16" OF PIPE ENDS FROM ANY PHYSICAL IMPACT/DAMAGE WITH
DRAIN PIPE.
TO PVC OR OTHER FORM OF DAMAGES REQUIRES REPLACEMENT AND RESETTING OF
MISALIGNMENT, LEAN CONCRETE INFILTRATION, DAMAGES TO EXISTING CLAY PIPE ADJACENT
VIDEO INSPECTION OF PIPE TO VERIFY PIPE CONDITION. ANY INDICATIONS OF PIPE
LEAKPROOF UP TO 10 PSI. AFTER LEAN CONCRETE HAS BEEN PLACED AND SET, PERFORM
TEMPORARY SUPPORT SYSTEM FOR NEW 8" PVC PIPE. COUPLING SYSTEM SHALL BE
CLAY PIPE OUTSIDE OF EXCAVATION LIMITS AND DESCRIPTION AND/OR DRAWINGS OF
SUBMIT FOR GOVERNMENT APPROVAL METHOD OF COUPLING NEW PVC PIPE WITH EXISTING
ALL DIRECTIONS, AND SUPPORT FROM FLOTATION DURING LEAN CONCRETE PLACEMENT.
AND REPLACE WITH SCHEDULE 80 PVC PIPING. EXCAVATE A MINIMUM OF 6" AROUND PIPE IN
FROM TOP GRADE. LOCATE AND REMOVE PIPE DRAIN WITHIN FOOTPRINT OF EXCAVATION
3. AS-BUILT DRAWINGS INDICATE AN 8" CLAY PIPE DRAIN WHICH EXISTS APPROXIMATELY 6'-0"
GEOTEXTILE A MINIMUM OF 12" HORIZONTALLY OVER GRADE ELEVATION.
JOINTS ARE USED, TOP PORTION MUST OVERLAY BOTTOM PORTION. EXTEND
REQUIRED, MINIMUM OVERLAP DISTANCE OF 2 FEET IS REQUIRED. IF HORIZONTAL
(12 OZ. WEIGHT), SECURED WITH 6" STEEL PINS EVERY 12". WHERE JOINTS ARE
2. PROTECT ALL EXCAVATED SOIL SURFACES WITH NONWOVEN GEOTEXTILE
1. SLOPE OR BENCH EXCAVATION AS REQUIRED PER EM 385-1-1.
K7
S-501
PLAN - LEAN CONCRETE FILL
3/8"=1'-0"
C7
S-501
SECTION - LEAN CONCRETE FILL
3/8"=1'-0"
4'0 2' 8'
DISTANCE OF 1'-0" TYP.
EACH WAY, MINIMUM EDGE
#8 BENT BARS @ 3'-0" ON CENTER
LEAN CONCRETE FILL NOT SHOWN FOR CLARITY
90° BENT BAR, TYP.
GEOTEXTILE, SEE NOTE 2
4 FEET 3 INCHES BELOW GRADE
EL. 2065.75, APPROXIMATELY
PLACE LEAN CONCRETE FILL TO
GEOTEXTILE, SEE NOTE 2
EL. = 2070.0
EXISTING GRADE
2'-6"21'-0"2'-6"
26'-0"
6" MIN TYP
1'-0"
M
IN
(TO BE FIELD VERIFIED)
NEW SOLID 8" PVC PIPE
6" MIN 6" MIN
M
IN
A3
S-501
RISERS TO 12" ABOVE GRADE.
TERMINATE CAPPED CLEANOUT
EACH END OF NEW PVC PIPE.
INSTALLATION AND CLEANOUTS ON
TO ALLOW FOR PVC COUPLING
EXTEND EXCAVATION AS REQUIRED
(TO BE FIELD VERIFIED)
NEW SOLID 8" PVC PIPE
S = 0.004
TYP T
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PLAN - KW5A FOUNDATION
3/8"=1'-0" 4'0 2' 8'
C6
S-502
SECTION - KW5A FOUNDATION
3/8"=1'-0" 4'0 2' 8'
WITH EPOXY OR WEDGE ANGLES.
SHALL BE DESIGNED AS STEEL ANGLES, CONNECTED TO THE CONTAINMENT WALLS
TOP ROW AND 12" OF QUENCHING STONE FOR THE BOTTOM ROW. GRATING SUPPORTS
TRANSFORMER PAD, BEING DESIGNED FOR A MINIMUM LIVE LOAD OF 200 PSF FOR THE
9. DESIGN AND PROVIDE TWO ROWS OF 1" DEEP BAR GRATING AROUND THE
8. CONNECT CHEMICAL OIL STOP VAULT DRAIN TO THE NEW PVC PIPE.
DRAWINGS. CHEMICALLY RESISTANT WATERSTOPS SHALL BE INSTALLED.
7. SHOW DETAILS OF CONTROL CABLING WHICH WILL PENETRATE THE SLAB ON DETAIL
AND APPLY WITH MANUFACTURER'S RECOMMENDED METHOD.
TO MANUFACTURER'S RECOMMENDATION. PAINT WITH APPROVED COATING SYSTEM
PARTICLES, OR OTHER DEBRIS MUST BE FULLY REMOVED AND SURFACE PREPARED
DAMAGED LOCATIONS FOR PAINTING BY CLEANING TO BARE METAL. ALL RUST, LOOSE
SHOWN TO THE TRANSFORMER BASE PLATE. AFTER WELDING IS COMPLETE, PREPARE
6. AFTER THE TRANSFORMERS ARE INSTALLED, FIELD WELD THE TRANSFORMER AS
THE PRIMER COAT. REMOVE THIS PAINT PRIOR TO FIELD WELDING.
PRIOR TO SHIPPING. IN AREAS WHERE WELDING WILL DAMAGE PAINT, ONLY PROVIDE
TRANSFORMER PLATE FOUNDATION. PAINT THE PLATE ASSEMBLY IN THE SHOP
MINIMUM EMBEDMENT OF 12 INCHES. USE THESE ANCHORS TO LEVEL THE
NELSON STUDS MAY BE USED TO PROVIDE SEISMIC ANCHORAGE. PROVIDE A
5. EPOXY ANCHORS, THREADED RODS WITH GROUT, OR CAST-IN-PLACE ANCHORS WITH
NEW TRANSFORMER. EXISTING UTILITIES MAY NOT BE DAMAGED.
4. INSTALL FOUNDATION AND CONCRETE CONTAINMENT WALL TO SUPPORT THE
COATING.
3. PREPARE WELD LOCATION PER SPECIFICATIONS AND REPAIR WITH APPROVED
2. ALL METAL TO BE HOT DIP GALVANIZED UNLESS OTHERWISE INDICATED.
5' FROM THE INNER EDGE OF CONTAINMENT.
1. LOCATE THE TRANSFORMER BASE PLATE SUCH THAT ANY OIL FILLED COMPONENT IS
S-505 FOR DETAILS
CONTRACTOR, SEE
TO BE DESIGNED BY
OIL PROCESSING VAULT
FOR CLARITY
NOT SHOWN
QUENCHING STONE
THE PAD
CENTER THE PLATE ON
PLATE DETAIL ON S-504.
SEE TRANSFORMER BASE
AND BASE
TRANSFORMER OUTLINE
SLOPE TO THE DRAIN
PROVIDE A 0.5%
12" CONTAINMENT WALL
FLOW FLOW
B2
S-502
EL. = 2070.0
EXISTING GRADE
CONTROL JOINT, TYP.
12" MINIMUM QUENCHING STONE, TYP.
2'-6"20'-0"2'-6"
25'-0"
1'-0"4'-6"14'-0"4'-6"
FLOWFLOW
F L
O W
F L
O W
26'-0"
TRANSFORMER NOT SHOWN FOR CLARITY
TRANSFORMER MOUNTING PLATE,
PREVIOUSLY PLACED LEAN CONCRETE
TRENCH DRAIN
GRATINGGRATING
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GENERAL NOTES
STONE
UNDER QUENCHING
DRAINS AND INSPECT
ACCESS TO CLEAN
TO GRATING TO ALLOW
ADD ACCESS HATCH
OF CONRETE
THAT TOP OF GRATING IS FLUSH WITH TOP
LOCATE GRATING SUPPORT ANGLES SUCH
NEW PCV PIPE
CONNECT TO
CHEMICAL OIL STOP VALVES
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4'0 2' 8'
4'0 2' 8'
6. ALL EXPOSED EDGES SHALL RECEIVE A 3/4" CHAMFER.
C. MINIMUM LAP SPLICE LENGTH = 33"
B. MINIMUM CLEAR COVER = 1.5" IF NOT SHOWN
A. MINIMUM BEND DIAMETER = 4.5"
BELOW:
5. UNLESS OTHERWISE SHOWN, REINFORMENT SHALL MEET THE REQUIREMENTS
WITH ACI 318.
4. REBAR STRENGTH SHALL BE ASTM A615, GRADE 60. PLACE IN ACCORDANCE
FOR WATERSTOP REQUIREMENTS.
EXTERIOR CONTAINMENT SURFACE. SEE SPECIFICATIONS
3. INSTALL WATERSTOPS AT ALL CONSTRUCTION JOINTS THAT SERVE AS
AT 28 DAYS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
2. MINIMUM TRANSFORMER FOUNDATION CONCRETE STRENGTH = 4500 PSI
1. CONCRETE PATTERN NOT SHOWN FOR CLARITY.
K7
S-503
PLAN - KW5A FOUNDATION
3/8"=1'-0"
C7
S-503
SECTION - KW5AFOUNDATION
3/8"=1'-0"
#5 @ 8" O.C., TYP. 4
#6 @ 12" O.C. E.W., TYP.#6 @ 12" O.C. E.W., TYP.
#5 @ 8" O.C. E.W., TYP.#5 @ 8" O.C. E.W., TYP.
#5 @ 8" O.C. E.W., TYP.
4"
B3
S-503
JOINT, TYP
CONSTRUCTION
ADD WATERSTOP PER NOTE 3
CONSTRUCTION JOINT, TYP
25'-0"
24'-6"
1'-0"4'-6"14'-0"4'-6"
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GENERAL NOTES
ADD WATERSTOP PER NOTE 3
CONSTRUCTION JOINT, TYP
4"
" TYP.
SLAB,
SLOPED
/2
/2
3" MIN. CLEAR COVER
" MIN. CLEAR COVER2
3"
"2
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APPLY WITH MANUFACTURER'S RECOMMENDED METHOD.
MANUFACTURER'S RECOMMENDATION. PAINT WITH APPROVED COATING SYSTEM AND
PARTICLES, OR OTHER DEBRIS MUST BE FULLY REMOVED AND SURFACE PREPARE TO
DAMAGED LOCATIONS FOR PAINTING BY CLEANING TO BARE METAL. ALL RUST, LOOSE
SHOWN TO THE STEEL PLATE FOUNDATIONS. AFTER WELDING IS COMPLETE, PREPARE
3. AFTER THE TRANSFORMERS ARE INSTALLED, FIELD WELD THE TRANSFORMER AS
AFFECTED AREAS AND FIELD PAINT WELDED AREAS AFTER WELDING IS COMPLETE.
TO WELDING OF TRANSFORMER TO THE PLATES IN THE FIELD, REMOVE PAINT IN WELD
2. PRIME AND PAINT THE WELDED STEEL PLATE ASSEMBLY PRIOR TO SHIPPING. PRIOR
RELIEF HOLES FOR GOVERNMENT APPROVAL.
ON SHOP DRAWINGS. SUBMIT LEVELING PLAN WITH ANCHOR DETAILS AND GROUT
FOUNDATION. SHOW FINALIZED NUMBER OF ANCHORS AND GROUT RELIEF HOLES
AS NEEDED AND GROUT RELIEF HOLES AS NEEDED TO ACHIEVE LEVELNESS IN
12" OF EMBEDMENT AS SHOWN. PROVIDE ADDITIONAL STUD ANCHORS SPACED
PROVIDE A MINIMUM OF (10) 1" DIAMETER NELSON STUD ANCHORS WITH A MINIMUM
1. PROVIDE 1" THICK STEEL PLATES IN ACCORDANCE WITH 05 50 00.00 26 AS SHOWN.
K7
S-504
PLAN - KW5A FOUNDATION
1"=1'-0"
C7
S-503
SECTION - KW5A FOUNDATION
1"=1'-0"
"2
2'-21'-2"1'-9"1'-2""2
2'-2
8'-6"
TRANSFORMER BASE
SEE NOTE 1
HOLES FOR 1" THREADED ROD
BASE MOUNTING PLATE
1"
TYP
3/16
TYP
SEE NOTE 1
TRANSFORMER SEISMIC ANCHOR
0 1' 2'6"
0 1' 2'6"
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PLACE TOP OF STEEL 3/8" +/- 1/8" ABOVE TOP OF CONCRETE
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NOT INCORPORATE ORIGINAL DRAINAGE PIPE.
FOUNDATION (SEE E2/S-501 AND A2/S-501: NEW SOLID 8" PVC PIPE). CONNECTION SHALL
VAULT (SEE E2/S-502: TRENCH DRAIN), WHICH DRAINS INTO PVC DRAIN PIPE BENEATH
4. CONTRACTOR SHALL DESIGN TRENCH DRAIN ALONG FULL LENGTH OF OIL CONTAINMENT
JET FUELS AND THE INTERIOR OF THE CONTAINMENT VAULT MUST BE MADE WATERPROOF.
3. ALL WATERSTOPS MUST BE CHEMICALLY RESISTANT HYDROCARBONS SUCH AS OIL AND
EXITS.
CONTRACTOR TO DESIGN THE FINAL FLOW LOCATIONS OF THE ENTRANCES AND
PLACE CONCRETE AND CANNOT BE CONNECTED TO THE CONTAINMENT WALL.
2. DESIGN AND PROVIDE THE OIL PROCESSING VAULTS. THE VAULTS MUST BE CAST IN
WALLS WITH EPOXY OR WEDGE ANGLES.
SUPPORTS SHALL BE DESIGNED AS STEEL ANGLES, CONNECTED TO THE CONTAINMENT
THE TOP ROW AND 12" OF QUENCHING STONE FOR THE BOTTOM ROW. GRATING
TRANSFORMER PAD, BEING DESIGNED FOR A MINIMUM LIVE LOAD OF 200 PSF FOR
1. DESIGN AND PROVIDE TWO ROWS OF 1" DEEP BAR GRATING AROUND THE
0 1' 2'6"
L8
S-505
OIL CONTAINMENT DETAIL
1"=1'-0"
GSU PAD QUENCHING STONE
PENETRATION WATERSTOP
WITH VALVE
CHEMICAL OIL STOP
3'X3' ALUMINUM HATCHES
KTR TO DESIGN WALL
S-505
C5
4" DRAIN
EXISTING GRADE
E7
S-505
DETAIL - TYPICAL GRATING SUPPORT
NOT TO SCALE
4" MIN. ANCHOR EMBEDMENT
GALVANIZED A36 STEEL ANGLE
SEE NOTE 1
STEEL GRATING,
GRATING
GRATING
DRAIN TO NEW PVC, SEE NOTE 4
P O
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OF CONRETE
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TRANSFORMER
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RAILING
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2 3 4 5 6 7 8
TRAINING WALL
U P
EL. 2070.0
COVERS
HATCH
GRADE-EL. 2070.0
EL. 2070.0
UP
STAIR SHAFT-EL. 207.0
XY
(84E276) (84E275)
STAIR "C"
DRAFT TUBE DECK-EL. 2049.0
STAIR "B"
TH
DOOR
SERVICE
COMP. AIR
WALL BOX-
TH
SPACE
ERECTION
ROTOR
SPACE
ERECTION
RUNNER
ERECTION
FOR ROTOR
SOLE PLATES
RAILING
ALUMINUM
GENERATOR FLOOR
EL 2063.5
LONG CL UNITS
GENERATOR HOUSINGS
CL UNIT 4
CL UNIT 5
STAIR "A"
GUARD
WHEEL
TH
TH
TELEPHONE
FENCE
MANHOLE
HANDRAIL
EL. 2070.0
T R
A N
S F
E R
T R
A C
K
GUARD
WHEEL
DRAIN
INTERCEPER
TH
SERVICE DOOR
MACHINERY DECK
STAIRS TO ELEVATOR
DRAIN
ROADWAY
(ABOVE)
MONORAIL
COMP AIR
WALL BOX-
COMP AIR
WALL BOX-
DRINKING FOUNTAIN
CURB
AIR DUCT
OUTLINE OF SURGE TANKS ABOVE
EL 2070.0
CL SURGE TANK 5
LONG CL SURGE TANKS
CL RISERS
GRILLE
EXHAUST
GRILLE
EXHAUST
CL PENSTOCK 5
EL 2070.42
SERVICE FLOOR-EL. 2070.0
SURGE TANK STRUCTURE
CL SURGE TANK 4
CL PENSTOCK 4
EL 2070.42
HANDRAIL
STAIR "K"
HATCH COVERS
TRAINING WALL
STAIR "D"
MANLIFT
GRADE-EL. 2070.0
EL 2070.0
HATCH COVERS
U P
D O
W N
D O
W N
AND MONORAIL
CL BUTTERFLY VALVES
UP
DOWN
(BY GOV'T)
RISER 4
(BY GOV'T)
RISER 5
E N
T R
Y
ELEVATOR
FREIGHT
ERECTION FLOOR
DOWN
230K.V. SWITCHYARD
DRAIN
INTERCEPTER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
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EQUIPMENT ARRANGEMENT PLAN EL. 2063.5 & 2070.0MFP-OPN84E274 1.
GENERAL NOTES
RESOURCE DRAWING
1. BOLD/GREEN INDICATES ITEMS TO BE REMOVED.
A2
PLAN EL.2063.50 & EL.2070.00
3/32"=1'-0"SCALE:
B
C
D
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F
G
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K
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2 3 4 5 6 7 8
C
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1A 2A 3A
DECK-EL. 2047.0
SEPTIC TANK
TANK
SEPTIC
TRAINING WALL
TUNNEL 3
F.D.
DRIER
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D.F.
TH
SHELVES
TH.
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H L
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F.D.
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CONTROL
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S W
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F.D.
ROOM
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SHELVES
ACB
NEUT.
MOTOR CONTROL CENTER 4
AC
CONTROL SECTION
DC
ACB M.G. SET
PUMPING UNITS
GOVERNOR OIL
ACTUATOR AND
SWITCHBOARD
UNIT CONTROL
M.G. SET ACB MOTOR CONTROL CENTER 5
DEVICE
NEUT.AC
CONTROL SECTION
DC
TH
RECEPTACLE
POWER
TELEPHONE
PLATFORM
OPERATOR'S
CABLE REEL
POWER RECEPTACLE
STAIR "B"
STAIR "G"
U P
S T
O R
E S
SINK
HANDRAIL
GATE SLOT
FRONT
RAMP UP
PUMP
GREASE
PUMP
GREASE
PLATFORM
DISMANTLING
WALKWAY
WALKWAY
STAIR "H"
PIPE TRENCH (GEN. BRAKING)
100# AIR RECEIVER
F R
O N
T
SWITCHGEAR
4.16KV.SWITCHGEAR
GENERATOR
TH
FAN E-1
EXHAUST
GUARDRAIL
GUARDRAIL
SWITCHGEAR ROOM
STATION SERVICE SWGR.
EL. 2049.0
COVERS
HATCH
U P
GRILLE
STAIR "E"
TRANSFORMER
LIGHTING
ERECTION BAY
CENTER 6
MOTOR CONTROL
CENTER 7
CONTROL
MOTOR
E L
.0
TURBINE ROOM
EL. 2049.0
LONG CL SURGE TANKS AND SURGE TANK STRUCTURE
CL BUTTERFLY VALVES
C A
B L
E T
R A
Y S
FAN S2
SUPPLY
F
IL
T E
R
CL SURGE TANK 5
UP
SLIDING DOOR
F.D.
F.D.
S.S.
W.H.
RAILING
FENCE
CL PENSTOCK 5
LONG CL UNITS
RISER 5
CL RISERS
F.D.
DEPRESSING)
(TAILWATER
AIR RECEIVERS
220 C.F.
TRANSFORMER
RECEPTACLE
POWER
TRANSFORMER
UNIT 4 LIGHTING
TRANSFORMER
UNIT 5 LIGHTING
CO2 PROTECTION
E
M
D C
B
G
F
A
GEN CO2 CONTROL CABINET
FENCE
STAIR SHAFT
EL. 2052.0
UP
STAIR "D"
RISER 4
BELOW
CABLE GALLERY
NEUT. ACB
PLATFORM
DISMANTLING
RAMP UP
WW
Z
Z
X
X Y
Y
(84E276) (84E275)
(84E277)
D.F.
U P
GRILLE
CL UNIT 5
TH
CL UNIT 4
CL SURGE TANK 4
FAN S1
SUPPLY
ELEVATOR
FREIGHT
R
IG
H T R
E T
A
IN
IN
G W
A L L
H E
A T
E R
F
IL
T E
R RAILING
F.D.
BUILDING
OIL STORAGE
INSULATING
FAN S5
SUPPLY
ROOF-EL. 2048.0
/6
154'-2"31'-4"
13'-3"20'-0"20'-4"
31'-7"20'-6"20'-6"20'-6"20'-6"20'-6"20'-6"31'-7"
186'-2"
1'-6"
CL PENSTOCK 4
6'-0"
11'-0"
18'-0"
36'-0"56'-0"
18'-0"
D N
T O
IL
E
T A
N D
L O
C K
E R
R M
D N
W.H.
CLO.
FLOWMETER
DEVICE
NEUT.
PRESSURE TANKS
GOVERNOR OIL
FLOWMETER
DRAFT TUBE DECK-EL. 2049.0
ACCESS
DT. D.T. ACCESS
GANTRY CRANE
15 TON DRAFT TUBE
TRANSMITTER
T.W. RECORDING
UP
STAIR "F"
PUMP
JACKING
H E
A T
E
HATCH
HATCH
A
B L
E A
N D
A C
C E
S S
G A
L L
E R
Y T
O P
O W
E R
P L
A N
T
EQUIPMENT ROOM 2
EL. 2052.0
EQUIPMENTE ROOM 1
EL. 2052.0
SURGE EQUIPT.
D N
D N
EL. 2050.0EL. 2050.0
DOWN
STAIR "C"
D O
W N
D O
W N
(84E271)
7'-5"23'-10"
SURGE EQUIPT.
PUMP
JACKING
A N
S
T D
O O
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T A
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STATION SERVICE SYSTEM SWITCHGEAR - SHEET 12. 5577.5-H-27
EQUIPMENT ARRANGEMENT PLAN EL 2049.0 & 2052.0MFP-OPN84E273_0001.
GENERAL NOTES
RESOURCE DRAWING
3. SEE REFERENCE DRAWING 5577.5-H-27 FOR SWITCHGEAR ELEVATION VIEW.
TO THE LOADS AND POWER, CONTROL AND ANNUNCIATION CABLES.
2. REMOVE EXISTING 4.16KV SWITCHGEAR INCLUDING FEEDER CABLES
1. BOLD/GREEN INDICATES ITEMS TO BE REMOVED.
B
C
D
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F
G
H
J
K
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M
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B M
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B Y
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28" 14" 14"
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6"5" 6"3"3"
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3"3"
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3"3"
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7"
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19 "32
19 "2
25 "32
7"
2" 21"
4"
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25"10"5"4"
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6"6"6"5"
28"
"2
4 4" 2"2" 2" 4" "2
6" 3"
7" 7" 7" 7"
7" 7"
4"
8" 8"
B250 B253
B253B250
B252
W W
N18
B187 N188 B189
B191 B192
B193 B194 B195
B186 B186 B186
B196
G R
B198 B200 B201
WG R RRB AG R
B202 B203 B204 B205
G R
B206 B209
G R
B155 B157
G R
B210 B218
G R G R
B215
WG R
B214 B216
G R
B213
G R
B173
B175
N155
N157
B219 B220 B220 B221
B222 B223 B225
B196 B196 B196 B196
B126 B228B126B228
BBG R G R
B226 B227B155B157
W R A R
B29
G R
B230
B231B231
B233B233 B233
B231B231
B175
N146
B175
N148
B175
N147
B175
N150
B173
N149
BB
G R G RG R
B187 B188 B189
B191 B192
B193 B194 B195
B190
B157B155B196
G R
B200 B201B198
WG R RRB AG R
B204 B205B203B202
B206 B209
G R
G R
G R
B210
G R
B218
G R
B214 B215 B216
G RWG R
B213
G R
B173
B175
N129
N131
B143
R
B173
B175
N106
N107
B144 B145
B148B144
B144 B151
B169 B169
B163 B163
B155
A
B157
A W W R
B160 B160
B162 B163B161
B165 B163
B169B167
R
WW W
B158 B159
G R
G R G R R
B WG R
R
N17 N14N16 N15
B46 B48 B46 B48
B75
B75
B75
B137
B139
B131
B140 B14 B15
AB R R
B70 B63
B72
B63B72
B70
B158
G RG R
B235
G RG R
G R
R B11
R
B229
B79
R R
B172
R
B102
B WG R
B WG R
W WW
B71
B71
B71
R
R B11
B84 B128
B84 B130
B84 B131
B14 B15
B102
B1
B102
B1
B2 B3 B4
B5 B6 B7
B8 B9 B10
B14 B15B13
R
R
R
N39
R
N38
R R
B16
R
B12
B103
B105B109B108 B110 B111
B105 B114 B13B12
B116 B119 B14 B15
R
B2 B3 B99
B5 B6 B100
B8 B9 B10
B14 B15B13
N40
R
R
N39
R
N38
R R
B16
R
B12
B49
R
B15
B75 B75 B75
B74
B76
B13 B13 B13 B13
B75 B78
B80B92 B13 B15 B14
R R R
R
B49
B54
B54
B15
R
B1
B2 B3 B4
B5 B6 B7
B8 B9 B10
B14 B15B13
N40
R
R
N39
R
N38
R R
B16
R
B12
B11
B246 B249
B248
B246 B249
WW
B70 B134
B134B72 B38
B33
B72
B70
B125
B WG R
R
WW W
R
W RG B
B WG R
R
R
B71
B22 B21 B25
B27 B28 B30
B AG R G R
B133
B31 B32 B35B33
B39B38B36
G R
G R
G R
WG R
G W R G R
B41 B43B40
A RG
A RG G R
B120 B121
B72
B33 B123 B70 B124
B120B38 B121 B72 B38
B72
B127
B125
B WG R
R
R
B71
B71
B71
G R R
B122
WG RB WG RBW RG B
R
R
B WG R G R
W WW
B22 B21 B25
B27 B28 B30
B AG R G R
B31 B32 B35B33
B39B38B36
G R
G R
G R
WG R
G W R G R
B41 B43B40
A RG
A RG G R
B97 B33B125
B WG R W RGB
B96
R
R
B82 B83 B82 B82
B82 B82 B82 B82
B82 B93 B82
B82
B82
G W R
G W R G W R G W R G W R G W R
G W R G W R
G R B G R G R
B63
G W R
B33
B38
B125B70
B72
R
R RWW W
B22 B21 B25
B27 B30
B AG R G R
B31 B32 B35B33
B39B38B36
G R
G R
G R
WG R
G W R G R
B41 B43B40
A RG
A RG G R
B17
B18 B19
B23
B29
B26
B46 B48 B46 B48 B46 B48 B46 B48 B46 B48 B46 B48 B46 B48 B46 B48 B46 B48 B46 B48
R
B68
B WG R G W RB
B34
GR
B247
B84
F F
B256 B256
EAST WEST
B257
B254
B255
N58 N59N56 N59
N70
N67
N63 N61
N56
N59
N8
N78
N59
N56
N59N56
N12
N164N163
N161
N162N160
N37N36N35
N34N33N32
N31N30N29
N1
N50
N46
N2N3
N68N67
N63
N4
N64N62N61
N5N6
N37N36N35
N34N33N32
N31N30N29
N55N54
N34N34N34 N34 N50
N75
N31N31N31 N31 N46
N37N36N35
N34N33N32
N31N30N29
N7N10 N8N9N11N12
N55N54
N55N54
N31N46
N56
N14
N83
N98
N145N145
N144N143
N141
N142
N140
N117
N124
N55
N34
N31
N54
N50
N46
N102
N117N117
N114N113
N124
N126N125
N101
N97
N16
N95 N98
N94
N34N91
N88 N31
N30N84
N121 N122 N34
N31
N120
N29
N30N31
N137N136N135N134
N126N125
N37
N121 N122 N34
N31N30N29
N164
N162
N163
N160
N61
N51
N20 N19
N133
N30
N104
N40
B251
B234
14 PANELS @ 28"=392"=32'-8"
B81
B71
BSEE DETAIL
W WW
N73
N36N35 N37N36N35
B34 B34
B34B34
G R G R
R
N59
A N
S
T D
O O
R S
T A
T
IO
N S
E R
V
IC
E T
R A
N S
F O
R M
E R
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A
N E
B R
A S
K A
O R
G A
N
IZ
A T
IO
N
D
IS
T R
IC
T
A D
D R
E S
S
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
R E
M O
V A
L
E L
E V
A T
IO
N
V
IE
W
P P
C
O N
T R
O L
B O
A R
D
ED202
J
R O
S E
N T
H A
L
R O
B E
R T
S C
H O
F
IE
M
IN
IT
A
A B
A C
IO
A
FOR THE NEW TIE BREAKER D5.
2. MODIFIY EXISTING MIMIC BUS TO ALLOW INSTALLATION OF A NEW CONTROL SWITCH
1. GREEN/BOLD INDICATES EQUIPMENT TO BE MODIFIED.
MFP-OPN83E906 THRU 908 FOR SWITCH DEVELOPMENTS
MFP-OPN83E902 THRU 905 FOR INSTRUMENT BOARD BOM
RESOURCE DRAWING
A2
PP1 CONTROL BOARD ELEVATION VIEW
SCALE: 1" = 1' - 0"
POWER PLANT 2-TURBINE ROOM
EL. 2049.0
FRONT FACE
REAR FACE
(12) 2" GROUT HOLE
4 5.4 FRONT SILL
REAR SILL
3 4.1
REAR
FRONT
(28) ⅝" HOLE WITH ½" NUT
WELDED TO UNDERSIDE OF CHANNEL
(12) �" HOLE IN BAR
FOR ANCHOR BOLT
HOLE FOR ¾"
CONDUITHOLE FOR
¾" CONDUIT
(10) ⅝"X1¼" SLOT FOR
½" HOLDDOWN BOLT
(10) ½" HOLDDOWN
STUD (2½" LG.)
RGRG G R G R
RGRWG
RG G R
U24U23U22
R
AG
U15
N10
N8
U6 N9N7
U4 U5
N5N4
U1 U2 U3 N6
N1 N1
U28
N13
U29 U30 U31 N16
VAR
U34
N15
NULL
U33
N14
DC AM
U32 N17 N18 N19
G R
N20
RGRG
RG
W N21
U14
U13
RG
N22 U49
N23
N24
U56
N25
U57 U57
N48
U57
N46
N49
U56
N50
U57
N47
U57
N44
N43N42N41
N44
G RRG
N27
U58 U59 N28
U59 N29 N30
U60
U62U61 N16 N15
U35U35 U35
RGRG G R
G R
W N31U68
N108
RG
N32
N35
RG
N34
G R G R
N39N38N37
N36
RG
N40
U35
N14
U29 U30 N15
NULL
U33U71 N17 N18
U36U35
GR
N19
U34
VAR
N16
U31
U28
N3N2
RG G R
N52 W N53
RG
U46 U48
RG
U49 N54
N55
N57
U57U56
N56
U22 U23 U24
RG
U14
U21
U14
RG
U19
RWG
U13
U16 U17
U14
RG
RG
R
G R U14
G RRG
U75
U10
N10
U8
U5 N8
U6 N9
U4 N7
N5
U2 U3 N6N4
U1
N3 U81
U80 N59
U82
U83 N62
U83 N61
U80 N60 N63
U122
N3
SGSG
U97 U97 N79N78N77
SG SG SG
U97U97 N80 N81
U97 N82
N110
N3 N2
U117
N1
N110 N110
U100
MG-6MG-6
U100
N81N80
U97 U97 U97
SGSGSG
N78 N79
U97U97
SG SG
N1
U14 U13U13
U13 U13
U14
N82
MCC 5
WM
U16 U17
U14
U13
4'-0"5'-4"5'-4"4'-0"9'-4"9'-4"9'-4" 9'-4"9'-4"9'-4"
96'-0"
4'-8"4'-8"
9'-4"
3'-0"4'-0"4'-0"3'-0"
14'-0"
2'-8"
"2
"2
"2
8" 8"
10"10"
1'-0" 1'-0"
8" 8" ƒ
3'-4"
4'-0"5'-4"5'-4"4'-0"
96'-0"
4'-0"5'-4"5'-4"4'-0" 4'-0"5'-4"5'-4"4'-0"
/2
TRIP
RESET
TRIP
RESET
TRIP
RESET
86C 86P
TEST SWITCHES, 3U
STATES
FMS19
STATES
FMS
AUX RELAYS, 4U
URX
A.SYNC
SYNC CHK
CLOSE
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
STATES
FMS
AUX RELAYS, 4U
URX
TRIP RESET
87XT4
/2
/2
1'-4"
4"
4"4"
4"
/2
10"
10"
1'-2"2'-0"2'-0"
10"
1'-2" 2'-0"2'-0" 10"
1'-8"
5'-4" 5'-4"
1'-8"
5'-4"5'-4"
2'-8"2'-8"
"4 ƒ
"1
2'-8"2'-8" 1
/8
/8
/1
/1
STATES
FMS
RESETTRIP
87XT5
FILLER, 1U
FILLER, 1U
TRIP
RESET
TRIP
RESET
TRIP
RESET
86C 86P
FILLER, 1U
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
TEST SWITCHES, 3U
STATES
FMS19
STATES
FMS CLOSE
87XG
87XTB
STATES
FMS
STATES
FMS
STATES
FMS
VOLTS/HERTZ
DIFFERENTIAL
OVER/UNDER FREQUENCY
OVER/UNDER VOLTAGE
TIME OVERCURRENT
INST OVERCURRENT
TRIP
ENABLED
SEL-787
TRANSFORMER PROTECTION RELAY
ANNUNCIATOR PANELANNUNCIATOR PANELANNUNCIATOR PANEL
87XG
RELAY BOARD
STATION SERVICE
COMM
COMM
5'-4" 5'-4"
18'-8"18'-8"18'-8"18'-8"18'-8"1'-4"
18'-8"18'-8"18'-8"18'-8"18'-8"1'-4"
4"
6" 6"
4"
2'-0"2'-8"2'-8"2'-0"2'-0"2'-8"2'-8"2'-0"2'-0"2'-8"2'-8"2'-0"2'-0"2'-8"2'-8"2'-0"2'-0"2'-8"2'-8"2'-0"
9'-4"9'-4"9'-4"9'-4"9'-4"
47'-8"
47'-8"
2'-6"7'-4"9'-4"9'-4"9'-4"7'-4"2'-6"
¼"X2" BAR WELDED
ACROSS LEG.
7'-4"2'-0"2'-0"7'-4"
U8
U10
U19 U21
U14
N11
U46
U43
U35
U44
U36 U37
U47 U48
U45
N33
U67 U69 U43 U72 U45
U47
U36U37 U65 U66
WM AC VM
AC AMAC VMAC AM
U28
N26 N51
AC VM
DC AM
U37
N58
U12
MG-6
U99
N110
MG-6
U99
N121
U119U119U119U118U119U119
N104N103N102 N107N106N105
UNIT 4
PANEL U14
UNIT 4
PANEL U15 PANEL U13
UNIT 5
PANEL U12
UNIT 5
PANEL U11
UNIT 5
PANEL U2
UNIT 5
PANEL U1
STATION SERVICE
PANEL U3
UNIT 4
PANEL U4
UNIT 4
PANEL U5
RG
U13
U13
U14
U14 U14
U14
U13
U14
U13 U12
U13 U13 U13
U50
U84
AC AM AC AM AC AM
U13 U13 U13 U13 U13
U13 U13
U13 U13
U13 U13U13
AC VM AC VM
U13
U14
U50
U13U14
4.16 KV STATION
SERVICE SWGR.
13.8KV GENERATOR
SWITCHGEAR HYD.
JACK
GENERATOR 4 SURGE
PROTECTION CUBICLE
GOVERNOR
OIL TANKS
GENERATOR 5 SURGE
PROTECTION CUBICLE
AIR RECEIVER
13.8KV BUS DUCT
CREASE PUMP
FLOWMETER
STATION SERVICE
MAIN SWITCHGEAR
D.C. CONTROL BOARD
MCC 1
GENERATOR 4
HRG MCC 4
ACTUATOR AND GOV-
ERNOR OIL PUMPS
UNIT
UNIT
5 UNIT 5
HYD.
JACK
GREASE
PUMP
GENERATOR
5 HRG
FLOWMETERUNIT 4 & 5
CONTROL BD.
F L O
W
UNIT 4
TYP.
T Y
P
TYP.
TYP.
LEGEND:
13.8KV CIRCUITS
4160V CIRCUITS
GROUND CIRCUIT
460V CIRCUITS
TOP VIEW
SEE NOTE 2
TEST SWITCHES, 3U
STATES
FMS19
FILLER, 1U
FILLER, 1U
FILLER, 1U
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
D E
C E
M B
E R
A N
S
T D
O O
R S
T A
T
IO
N S
E R
V
IC
E T
R A
N S
F O
R M
E R
R E
P L A
C E
M E
N T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A N
E B
R A
S K
A
O R
G A
N
IZ
A T
IO
N
D
IS
T R
IC
T
A D
D R
E S
S
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S
F
IN
K
P .E
R E
M O
V A
L E
L E
V A
T
IO
N V
IE
W
P P
C
O N
T R
O L B
O A
R D
ED203
J .R
O S
E N
T H
A L
R O
B E
R T
S C
H O
F
IE
M
IN
IT
A
B A
C
IO
A
2. MODIFIY EXISTING MIMIC BUS TO SHOW THE NEW TIE BREAKER D5.
1. GREEN/BOLD INDICATES EQUIPMENT TO BE REMOVED.
GENERAL NOTES
MFP-OPN83E1152.4 UNIT 4 & 5 CONTROL BOARD BOM
MFP-OPN83E1151.3 UNIT 4 & 5 CONTROL BOARD NAMEPLATE SCHEDULE & BOM
RESOURCE DRAWING
A2
PP2 CONTROL BOARD ELEVATION VIEW
SCALE: 1" = 1' - 0"
G2
INSTRUMENT BOARD
SCALE: 1" = 1' - 0"
G1
SECTION AA
SCALE: N/A
L12
LOCATION PLAN
SCALE: NTS
H11
TOP VIEW
SCALE: NTS
F11
LEVELLING SILLS
SCALE: NTS
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
D E
C E
M B
E R
A N
S
T D
O O
R S
T A
T
IO
N S
E R
V
IC
E T
R A
N S
F O
R M
E R
R E
P L
A C
E M
E N
T
P O
W E
R H
O U
S E
M
IS
S O
U R
I R
IV
E
R
F O
R T
P E
C K
D A
M
W F
R
A H
A
N E
B R
A S
K A
O R
G A
N
IZ
A T
IO
N
D
IS
T R
IC
T
A D
D R
E S
S
O M
A H
A D
IS
T
R
IC
T
P O
R T
L A
N D
O
R E
G O
N
H Y
D R
O E
L E
C T
R
IC
D E
S
IG
N C
E N
T E
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
M O
V A
L
M A
IN
O
N E
L
IN
E D
IA
G
R A
M
ED601
J
R O
S E
N T
H A
L
R O
B E
R T
S C
H O
F
IE
M
IN
IT
A
A B
A C
IO
A
DIAGRAM
POWERHOUSE AND SWITCHYARD OPERATING MFP-OPN83E303.211.
GENERAL NOTES
RESOURCE DRAWING
1. BOLD/GREEN INDICATES ITEMS TO BE REMOVED.
A1
MAIN ONE LINE DIAGRAM
SCALE: N/A
13.8KV EAST MAIN BUS
(VV13A)
230KV
(VY1A)
115KV MAIN BUS
(VY15A)
(VW12A)
(VY7B)
115KV BUS TIE
115KV
G5
636656
4160V TIE
632662646
4160V
652 654
(VY16A)
CITY
(VW6B)
4160V
4160V
D2
(VW5D)
D3
(VW5C)
(VW5B)
13.8KV
528 428
13.8KV
D1D4
(VW4B)
G4
(VW4C)
G2
(VZ11A)
13.8KV TRANSFER BUS
13.8KV WEST MAIN BUS
R
(VX10A)
G1
(VW6A)
624324
161KV
G3
1572 762
760761
KW
480V
4160V
SUB
SHAFT 3Ø
500KVA
GENERATOR
DIESEL
EMERGENCY
H & V SWGR.
480V
SUB
SHAFT
LINE
RICHARDSON COULEE
161KV
LINE
WOLF POINT
34.5KV
LINE 1
WOLE POINT
115KV
LINE 2
WOLE POINT
115KV
LINE
WHATELY
69KV
LINE
DAWSON COUNTY
230KV
KV7A
(KY4A) (KW7A)
TRANSF. 5
(KX5A) (KZ2A)
AUTO TRANSF. 2
(KV2A)
TRANSF. UNIT 5
(KV5A)
TRANSF. UNIT 4
(KV4A)
"B"
TRANSF.
(KW5A)
"A"
TRANSF.
(KW6A)
(VY7A)
(VY7C)
(VW9A1)
(VW8B) (VW7A)
(VW4A)(VW5A)
(VV1A)
(VW11A1)
(VW3B)
(VW3A)
(VW2B)
(VW2A)
(VW1B)
(VW1A)
PPT3 PPT2 PPT1PPT5 PPT4
TRANSF. 2
STA. SERV.
H & V
PLANT 1
TRANSF. 1
STA. SERV.
TRANSF. 4
STA. SERV.
TRANSF. 3
STA. SERV.
REACTOR
161KV 69KV
TRANSF.
TRANSF.
CUB 10
(VY1B)
HRG4HRG5 HRG3 HRG2 HRG1
54 14
MCC7 MCC8
MCC5 DP15
MCC3 DP12
MCC1 DP11
MCC6
DP14 MCC4
DP13 MCC2
5-B
PP9 DP
MCC3 MCC6
MCC2 MCC5
3-B
1-B
MCC1
POWER PLANT 2
480V SWGR.
POWER PLANT 1
480V SWGR.
GENERATORS-UNITS 1 & 3
GENERATOR-UNITS 2
GENERATORS-UNITS 4 & 5
AUTO-TRANSFORMER NO.2
TRANSFORMER T5
TRANSFORMERS-UNITS 4 & 5
OA/FA-FA
1-3Ø
OA/FA-FA
1-3Ø
13.8KV
45.789MVA - 43.5MVV
13.8KV
19.211MVA - 18.3MW
13.8KV
42.105MVA - 40MW
13.8/230KV
1-3Ø - 48MVA OA/FA
13.8/4.16KV
1-3Ø - 2MVA OA
TRANSFORMERS 1, 2, 3 & 4 (SS)
4160/480V
1-3Ø - 750/1000KVA AA/FA
4160/480V
1-3Ø - 750KVA AA
TRANSFORMERS H&V
SHUNT REACTOR
13.8KV
200MVA
161KV
200MVA
115KV
100MVA
230KV
66.7MVA
115KV
66.7MVA
13.8KV
13.5MVA
13.8KV, 837A
1-3Ø - 20MVA ONAN
13.8/34.5KV
1-3Ø - 15/20MVA OA/OA
TRANSFORMER KV7A
13800/611V
1-3Ø - 870KVA ANN
POWER POTENTIAL TRANSFORMER
13800/440V
1-3Ø - 400KVA AA
POWER POTENTIAL TRANSFORMER
PPT (EXCITATION) 1, 2 & 3
PPT (EXCITATION) 4 & 5
TRANSFORMER KZ2A
TRANSFORMER KY4A
13.8/69KV
1-3Ø - 25/33MVA ONAN/ONAF
13.8/115KV
1-3Ø - 60/80MVA ONAN/ONAF
TRANSFORMER "B"
TRANSFORMER "A"
13.8/4.16KV
1-3Ø - 3MVA ONAN
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
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E D
B Y
C H
E C
K E
D B
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D R
A W
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Y
D E
S
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D B
Y
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N T
R A
C T
N O
S O
L
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IT
A
T
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N N
O
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S
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D A
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U .S
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A S
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D
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A D
D R
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A H
A D
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IC
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R T
L A
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O
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R
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S
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E N
T E
R
U .S
A
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O R
P S
O F
E N
G
IN
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A
W
IN
G N
U M
B E
R
F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
R E
M O
V A
L
S
IN
G
L E
L
IN
E D
IA
G
R A
M
P O
W E
R H
O U
S E
A N
D S
W
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Y A
R D
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H A
L
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R T
S C
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F
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E
D X
X X
.d
R
IN
A L
RTDS
UNIT 4
WDGBRG.
TD
3TH
M
ANN 601
RTU-014D
428A
M14
DATA
WH
U
S
S
2 U-R
WH
TD
U
MM
ANN. 742
HR
3-800-5/5
DATA
OA-FA-FA
524/G5
424/G4
ER
B
AC GENERATOR
AC
M
UNIT 5
RTU-014O
RTU-0413
M
UNIT 5 TRANSFORMER
ER080
ER077
RTU-0412
528A
VM
VM
86C
TD
E
VM
E
13.8KV/480V
M
CO
R
M
PLANT 2 SYNCHRONIZING
RTU-014A
RTU-0149
2 U-R
W
AS
A
428A 528A
L
86C
UNIT 4 TRANSFORMER
T4
TLC0
K15
481 (INTLK. WITH 424).
VSYN
L VF
F
CUT-OFF SW.
1-600MR-200/5
772T
428T
1672T
1572T
528T
T
1382 BPCS
3-2500/5
1382T
1672T
1382T
772T
1572T
424/G4
1-600MR-100/5
772T
1382T
1672T
1572T
772T
1382T
524/G5
1672T
1572T
86P2BF
87XAT2
87X/T5
87X/T4
ANN 423
524/G5
86C/G4
K03
U
U
SEL-2664
ELECTRICAL INTERLOCK
HR
U
11G4
HR
E
W/ 524)
581 (INTLK
2CO
11G4
11G4
PLANT 1 SYNCHRONIZING
L
M
L
SYN
F V
V
W
M
M AS
A
M
M
F
M
CUT-OFF SW.
M
ANN. 741
524/G5
MHR
M
S
TR-AT
ANN 744
63T
CONT. ON DWG. 83E301
115KV TIE LINE
FIELD CURRENT AM
3Ø 480VAC
PMG
VS
S
VAR
V
V
VAR
M
VS
S U
AS
W
U
A
U
1672T
424/G4
1572T
1382T
L
772T
EMGD
V
MIRRORED BIT PTT SEND
W
VAR772T
524/G5
1672T
1572T
T
94EMGD1, 2
21-13A
SYNC
1382 BPCS
21-13B
CLOSE
1382 BPCS
1382T
T
M3
1382 BPCS
M
PT
BDRO
V
RTD
424/G4
M
HR M
DATA
ANN. 709
M
I
LVA
R
324T
A
524T424T
DLC0
RTU-0144
M
79 43
1380 (KEY INTLK WITH 1381 & 1389).
M M
13.8KV 81-10.8-13.5
115KV 40-53.3-667
230KV 40 533-66.7MVA
1D6 1D5 1D4
ATDC2
ATDB2
ATDA2
DWG. 83E301
CONTINUED ON
POLARIZING BUS
115/69V
138KV-
DEVICE
POTENTIAL
CASCADE
52/1672 INTLK)
(52/772, 52/1572
52/772
52/1672, 52/1572, ON
CTS
TO
AT2
64X
TD
VART
W/
CT
CTG
AT2
4GDA6
4GDA5
4GDA4
TDC0
TDC3
TDC2
TDC1
5-5
GT
G4
87X
OPEN DELTA
2-14,400/120V
S5-3
T5
5CTG
5CT
S5-2
G3-5
1673)
773, 573, 1673
(KEY INTLK SW
T4 63T
OPEN DELTA
2-14,400/120V
T5
63T
T4
87X
SEL
TB
51X
426B
ANN
SEL
(WHM)
TO WAPA
FIBER
SEE DRAWING ED603
TRANSFORMER "B"
4.16KV STATION SERVICE
13.8KV FEEDER TO THE
419,426A
ANN
11TB
TO SEL-700G
TO 2664
FIBER
4TD6
4TD5
4TD4
11G4
FIBER TO
CIRCUIT
TO PT
746A
ANN
4TDA0
4TDA3
4TDA2
4TDA1
4GDB0
4GDB3
4GDB2
4GDB1
700G
SEL
11G4
ANN 402700G
SEL
387E
SEL
387E
SEL
11T4
110.66V 1150/
AUXBDRC
BDRB
BDRA
B
(INTLK WITH 1382)
S17
RE
S16
RE
SS
AT2
87X
ATDC1
ATDB1
ATDA1
ATC0
AT2
B
B-3
REC.
VOLT
DLC3
DLC2
DLC1
94X1
94X
N
EMGD-TT
DAWSON COUNTY
230KV LINE 6
115V GRD Y/66.4V
3-230KV. GRD Y
LV3
LV2
LV1
TD
W
524T
424T
324T
1,2,3
94LB
TD
VAR
AT2
4CTG
4CT
B4V3A
PTG
B4V1
TLC3
TLC2
TLC1
PROT.
SURGE
SET
TR
G3-4
4TGP1
4TGP2
424A
ANN
5-4
GT
VOLTAGE
FIELD
TD
W
TD
VAR
SAM
ANN
P1
SSG4
P2
SSG4
REGULATOR
VOLTAGE
IN
WH
OUT
WH
3-2500/5
3-600MR-400/5 Y
3-600MR-400/5 Y
3-600MR-200/5 Δ
1-600MR-100/5
1-600MR-200/5
3-600MR-300/5 Δ
3-600MR-400/5 Y
3-600MR-400/5 Y
ANN 651
U
428T
528TTB
87X
D2T
3-3000MR-2500/5 Y
3-3000MR-2500/5 Y
3-600MR-200/5 Δ
3-600MR-400/5 Y
3-600MR-400/5 Y
TD
VAR
W/
5 Y400/
3-1200MR
5 Y400/
3-1200MR
3-3000/5 Y
TRANSFORMER AT2
3-100-5/5 Y
3-2500/5 Y
13.8KV, 3Ø, 60 CYCLE
42,105KVA, 095PF
3-1500/5 Y
MCCSRB/EMGD
SEL-2411
TO SEL700G
110KV BIL
1Ø
12,000-240
25KVA
75KW RESISTOR
0.4Ω, HOOK OPERATED
600A DISCONNECT
TO SEL700G
75KW RESISTOR
0.4Ω, HR
GT
GG
86M
HR
HR
TG
3LX
63Q
UNIT MECHANICAL SHUTDOWN
11G
424-T
ANN 404
65S
M4-02
2SD
63Q
86C
HR
65S
ANN
87XB
12A1
43RAX
RE4A
11G
K01
UNIT COMPLETE SHUTDOWN
41T86P2BF
424A
41EX
49T5
(DGC) 5PB
M4-02
424T
11G4
ZVPU1
ZVPU2
PLC CABINET
TO DIGITAL GOV.
(A N
N
A
A
(8
C
(GG. GT. TG.)
524/G5
424/G4
63CANN 403
ANN 413D
ANN 413B
ANN 413A
86C
ANN 422
86M
86C
1ES-P1
1ES-P2
52/52452/424
PTT SEND
PTT SEND
PTT REC
52/428 52/528
87Xt4
87XG
86C
EXCITATION TRIP
1. BOLD GREEN INDICATES ITEMS TO BE REMOVED.
GENERAL NOTES
RESOURCE DRAWINGS
A1
POWER PLANT 2 & SWITCHYARD 2 SINGLE LINE DIAGRAM
SCALE: N/A
DRAWING ED603
CONTINUTED ON
CT CONNECTIONS
4160V SINGLE LINE DIAGRAM - RELAYINGMFP-OPN83E302.16
TBC0
TBC3
TBC2
TBC1
B
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D
E
F
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C H
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
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S
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A N
S
T D
O O
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T A
T
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N S
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V
IC
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R A
N S
F O
R M
E R
R E
P L
A C
E M
E N
T
P O
W E
R H
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M
IS
S O
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I R
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R
F O
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C K
D A
M
W F
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A H
A
N E
B R
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K A
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G A
N
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N
D
IS
T R
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A D
D R
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S
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A H
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IN
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A
W
IN
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F
IL
E N
A M
E
J O
R D
A N
S F
IN
K
P
.E
R E
M O
V A
L
P P
S
IN
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L
IN
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IA
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V
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PP1 480V SS SINGLE LINEMFP-OPN83E1503 -
4160V SINGLE LINEMFP-OPN83E1402 -
OPERATING DIAGRAMMFP-OPN83E303 -
PP2 SINGLE LINEMFP-OPN83E302 -
PP1 SINGLE LINEMFP-OPN83E301 -
4160V & 460V SERVICE STATION PP 1 & 2 SINGLE LINE DIAGRAMMFP-OPN83E1401.010
GENERAL NOTES
RESOURCE DRAWING
1. BOLD GREEN INDICATES ITEMS TO BE REMOVED.
A A
STB
STB
51X
STB
51N
ST1
51N
ST1
51X
ST1
TD
WH
A
-5 3-200
AS
ANN
WH
DATA
S
AS
S
M
A
TD
WH
A
-5 3-200
AS
ANN
WH
DATA
S
AS
S
M
A
HV
51N
HV
51X
TD
WH
A
-5 3-200
AS
ANN
WH
DATA
S
AS
S
M
A
ST2
51N
ST2
51X
ST2
TD
WH
A
-5 3-200
AS
ANN
WH
DATA
S
AS
S
M
A
SH
51X
SH
TD
WH
A
-5 3-200
AS
ANN
WH
DATA
S
AS
S
M
STA
STA
86X
A
TA
51X
TA
87X 49
13.8 KV TRANSFER BUS
3Y-300-5/5
13.8KV MAIN BUS
624-T
ANN
ANN.
ANN. 1004
52/624-T
52/642-T
52/1224-T
89A/1223
89A/627
HR
3-600-5A
652-T
AS
3-2400-120V.
V
VS
V
M
VS
1A
83-1
TAPCON 250
TRANSFORMER A
654-T646-T656-T662-T
83-3
AS
ANN
83-5
V
ST
VS
52/632-T
3-2400-120V.P.I.
RTU-014B
ANN. 652
52/D1-T
COPPER
3-1/C-350MCM
4.16KV BUS TIE
(453A)
3-300-5
51X
51R
51X
51R
3-150-5
251X
51R
3-150-5
52/D4-T
27B
3-600-5
5151X
3-2400-120V P.T.
ANN.
87X-TB
52/D2 T
ANN. 602
3-1/C. 350MCM
TB
87X
UHR
ANN. 651
52/D2-T
52/428-T
52/528-T
(LTC)
REGULATOR
VOLTAGE
TRANSF. B
ANN. 49
G4
WH
W
A
R
AS
U-R
U-R
G5
524528
528A
428A
A
C B
428 INTERLOCK
ELECTRICAL
4.16KV SWITCHGEAR
ELECTRICAL INTERLOCK
ELECTRICAL INTERLOCK 4.16KV SWITCHGEAR
A
METER
GEN
EMER
EG
EG
51X
EG
GEN
EMG
AS
ANN A209 52/636T
480V BKR
TRANSFORMER
GENERATOR
EMERGENCY
3Ø
750KVA
H & V TRANF.
SERV. SWGR.
TO 480V.
TO CITY
H & V SWGR.
TO 480V.
STA. SERV. SWGR.
TO 480V.
PNL. 5S SWGR.
TO SUBSTATION BLDG.
A
U
A
R
A U
A R
A
A
U
R
TD
WH
V V
D1AD2A
AS
AS
AS
AS
VS VSAS
AS
TD
WH
DATA
W
HW
H
DATA
3-300-5
SWYD. BUS
TO 230KV SWYD. BUS
TO 230KV
TRANSFORMER
UNIT 4 TRANSFORMER
UNIT 5
D2 D1
D4 D3
TO EMER. GEN. METER
SH
51N
ANN 653
52/D3-T
CY
51N
CY
51X
CY
D2 C INTLK
HV
3-1/0 #4/0
FIRST POWER PLANT
SECOND POWER PLANT
100/5
S.S. TRANSFORMER B
3-300/5
(KW6A) 3 MVA
S.S. TRANSFORMER A
SEL
SEL
ANN
3-300-5
200/5
642-T
ANN 818
642C INTLK
27A
INTERLOCK
AUTO TRANSFER
V
V5
54 (1B) 44 52 41 42 43 51 32
34 (3B) 21 22 23 24 25 26
V
V5
ES
ES
ES
460V SWITCHGEAR
3-1/C-#1/0 3-1/C-#1/0
N O
R M
A L
A L
T E
R N
A T
E
N O
R M
A L
A L
T E
R N
A T
E
N O
R M
A L
A L
T E
R N
A T
E
N O
R M
A L
A L
T E
R N
A T
E
N O
R M
A L
A L
T E
R N
A T
E
F E
E D
E R
M C
C
E D
E R
M C
C
F E
E D
E R
D
IS
T R
P
A N
E L
F E
E D
E R
M C
C
E D
E R
D
IS
T R
P
A N
E L
F E
E D
E R
D
IS
T R
P
A N
E L
F E
E D
E R
G E
N E
R A
T O
R C
R A
N E
F E
E D
E R
M C
C
E D
E R
M C
C
E D
E R
M C
E D
E R
D
IS
T R
P
A N
E L
F E
E D
E R
D
IS
T R
P
A N
E L
F E
E D
E R
D
IS
T R
P
A N
E L
TRIP
SHUNT
MCC 7 MCC 8 MCC 6 (UNIT 4)
MCC 4
(UNIT 5)
MCC 5
P205
ANN
ANN
ANN
ANN
ANN
ANN
ANN
ANN
SWITCH 15
TRANSFER
HRG4
HRG5
SWITCH 11
TRANSFER
SWITCH 12
TRANSFER
SWITCH 13
TRANSFER
SWITCH 14
TRANSFER
(SWITCHYARD)
DISTR. PANEL 5
(ERECTION BAY)
DISTR. PANEL 1
(UNIT 4)
DISTR. PANEL 2
(UNIT 5)
DISTR. PANEL 3
(POWER RECEPT - 460V)
DISTR. PANEL 4
SEE NOTE 2 14(5B)
5.56% Z
4160Δ - 480VΔ
750/1000 KVA-3Φ
TRANSFORMER 4
5.54% Z
4160Δ - 480VΔ
750/1000 KVA-3Φ
TRANSFORMER 3
3Ø
750/1000KVA
TRANF. T1
STA. SERV.
3Ø
750/1000KVA
TRANF. T2
STA. SERV.
480Δ-208/120Y
75 KVA 3Φ
TRANS. 15
480Δ-208/120Y
75 KVA 3Φ
TRANS. 11
480Δ-208/120Y
75 KVA 3Φ
TRANS. 12
480Δ-208/120Y
75 KVA 3Φ
TRANS. 13
(MFP-OPN83E1402) (MFP-OPN83E1503)(MFP-OPN83E1503) (MFP-OPN83E1402)(MFP-OPN83E1503)
(MFP-OPN83E301)
(SWITCHYARD)
DISTR. PANEL 6
480V
(UNWATTERING)
MCC 3
(OIL & AIR COMPR.)
MCC 2
(SWITCHYARD)
LIGHTING PANEL 41
A1
PP1 & 2 SINGLE LINE DIAGRAM
SCALE: N/A
SEL-501
SEL-501SEL-501
WH
SEL-501
SEL-735
86X
RU
UNIT CONTROL BOARD
'U' INDICATES LOCATION IN PP2
CONTROL ROOM
'R' INDICATES LOCATION IN PP1
THIS EQUIPMENT
GOVERMENT WILL REMOVE
THIS EQUIPMENT
GOVERMENT WILL REMOVE
ANN. 601
52/428T
52/528T
51X
THIS EQUIPMENT
GOVERMENT WILL REMOVE
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4160V SINGLE LINE DIAGRAM - OPERATIONALMFP-OPN83E1402.25
RESOURCE DRAWING
WEST END CAMPGROUND
PADS
AND PADS
COMFORT STATION
R-12
GO-155
GO-165
C�
3�
R-5
PUMPS
WATER RES.
BUILDING
INFORMATION
JUNCTION BOX NO. 1
GO-55
1�
KF-1
KIWANIS PARK
PICNIC AREA REST ROOM
SHELTER HOUSE #2
SHELTER HOUSE #1
NORTH PADS 1ST LOOP
AMPHITHEATER AND
SOUTH PADS 1ST LOOP
SOUTH PADS 2ND LOOP
NORTH PADS 2ND LOOP
GROUP SITE PADS
COMFORT STATION
NO. 2
JUNCTION BOX
SHELTER HOUSES 3 & 4
HORSE SHOE PIT &
BREAKER BOX
DUMP STATION LIGHT
ROAD LIGHTS
EAST LOWER YELLOWSTONE
A & B� 2�
3 R-13
1�BUILDING
SHELTER
OPEN
R-8R-7
MARINA
BUILDING
SHELTER
CLOSED
R-9
A�
BLDG.
SHELTER
HEATED
GO-15
3�
750 KVA
D4
480V
3�
750 KVA
3�
700 KVA
EC=EMERG. CONTROL BLDG.
MC=MAIN CONTROL BLDG.
LTS 91-106
SHAFT HILL RD
CREST LTG. LTS 1-14
LTS 15-35
CREST LTG.
CL-1
LTS 36-60
CREST LTG.
LTS 61-90
CREST LTG.
R
R
R
350 MCM COPPER
GO-65
3 3
KF-4
3� 4160 / 480
INTERPRETATIVE CENTER
3� 4160 / 480
GO-25
3 3
KF-3
WIND LOAD 350 MCM
650 AMP@75C WITH FT/SEC
ANACO…
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