A.07.23_DWG_Advertise.pdf
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- John Day Powerhouse Drainage Gallery Repairs
- Solicitation number
- W9127N19R0012
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W9127N-19-R-0012
LANCE A. HELWIG, P.E.
CHIEF, DESIGN BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION
SOLICITATION NUMBER:
DATE:
DISTRICT COMMANDER
COLONEL, CORPS OF ENGINEERS
US Army Corps of Engineers Portland District
MARK J. SAWKA, P.E.
JOHN DAY LOCK AND DAM
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
THE INITIALS OR SIGNATURES AND REGISTRATION
DISTRICT OF THE U.S. ARMY CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE PORTLAND
MONOLITH DRAINAGE REPAIR
POWERHOUSE
AARON L. DORF
J O
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G-001
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O
IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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A T
E
54321
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D R
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C H
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D B
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PORTLAND DISTRICT
SYMBOL
IDENTIFICATION
DETAIL
SYMBOL
IDENTIFICATION
SECTION
DETAIL5
A SECTION
S-003
S-002
S-022
DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW: 1.
SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW: 2.
MATERIAL PATTERNS SHALL BE AS SHOWN BELOW: 3.
7. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(LEGEND NOTES 5 AND 6)
TYPE DESIGNATOR (0 THRU 9)AREA FEATURE
SEQUENCE NUMBER (00 THRU 99)DISCIPLINE
GENERAL FEATURESDENOTES -
6. AREA FEATURE DESIGNATOR FOR ALL SHEET IDENTIFICATION SHALL BE AS SHOWN BELOW:
ELECTRICALDENOTESE
MECHANICALDENOTESM
STRUCTURALDENOTESS
CIVILDENOTESC
GENERALDENOTESG
5. DISCIPLINE DESIGNATOR FOR ALL SHEET IDENTIFICATION SHALL BE AS SHOWN BELOW:
UNDEFINED (PLACE HOLDERS)DENOTES XXX
8. USER DEFINABLE CODE FOR ALL SHEET FILE NAMES SHALL BE AS SHOWN BELOW:
LEGEND:
BY THE GOVERNMENT
CONSTRUCTION. ALL CHANGES AND VARIANCES SHALL BE DOCUMENTED FOR REVIEW AND APPROVAL
FIELD VERIFY ALL DIMENSIONS, DISTANCES, AND ANGLES PRIOR TO BEGINNING FABRICATION AND
THE CONTRACT DRAWINGS SHOW THE BASIC SHAPE OF THE POWERHOUSE. THE CONTRACTOR SHALL 5.
THE SPECIFICATIONS.
CONTRACTION/EXPANSION JOINTS. THE DETAILS PERTAIN TO BASE AND OPTIONAL ITEMS AS STATED IN
MATERIAL TO BE USED TO REPAIR THE FAILED WATERSTOPS IN THE CONCRETE MONOLITH
DRAWINGS INCLUDE DETAILS FOR SURFACE MOUNTED PLATE SEALS AND INJECTED WATERSTOP 4.
ESTIMATED STRENGTH OF EXISTING REINFORCING IS Fy = 40 KSI (20 KSI ALLOWABLE).3.
ESTIMATED STRENGTH OF CONCRETE IS F'c = 3,000 PSI.2.
SEE SHEET G-001 FOR DRAWING INDEX.1.
GENERAL NOTES:
= FLAT WASHERF.W.
= FEETFT.
= FLAT HEADF.H.
= FAR FACEF.F
= FLOOR DRAINF.D.
= FLAT BARF.B.
= EXISTINGEXIST.
= EXAMINATIONEXAM.
= EACH WAYE.W.
= EQUALLY SPACEDEQ. SP.
= ELEVATIONELEV
= EACH LAYERE.L.
= EXPANSION JOINTE.J.
= EACH FACEEF
= EACHEA.
= DOWELSDWL'S
= DRAWINGDWG
= DOWNSTREAMD/S
= DIAMETERDIA.
= DRILL AND GROUTD&G
= DETAILDET.
= COUNTERSINKCSK
= CORNER SUPPORT PIECECSP
= CORROSION RESISTING STEELCRES
= COMPLETE PENETRATIONCP
= CORRUGATED METAL PIPEC.M.P.
= CONTRACTION JOINTCONT. JT.
= CONNECTIONCONN
= CONCRETECONC.
= CLEARCLR
= CENTERLINEC/L
= CONSTRUCTION JOINTC.J.
= CENTER TO CENTERC TO C
= CHANNELC
= BACK TO BACKB TO B
= BEARINGBRG
= BUILDINGBLDG.
= BOTTOM LAYERB.L.
= BOTTOM FACEB.F.
= BOLT CENTERSB.C.
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ANCHOR BOLTA.B.
= ANCHORANCH.
THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME.
= POUNDS PER LINEAR FOOTPLF
= PLATEPL
= PERFORATEDPERF.
= POUNDS PER CUBIC FOOTPCF
= OUT TO OUTO TO O
= OUTSIDEOS
= OPPOSITEOPP
= OUTSIDE LAYERO.L.
= OUTSIDE FACEOF
= OUTSIDE DIAMETERO.D.
= ON CENTERO.C.
= OVER ALL LENGTHO.A.L.
= NOT TO SCALENTS
= NATIONAL PIPE THREADNPT
= NOMINAL PIPE SIZENPS
= NOMINALNOM
= NUMBERNO.
= NEAR FACENF
= NO CHAMFERN.C.
= NATURALNAT.
= MARKMK
= MECHANICALMECH.
= MACHINE BOLTM.B.
= MINIMUMMIN.
= MAXIMUMMAX.
= LOW POINTL.P.
= LONGITUDINALLONG.
= LENGTHLTH
= LONGLG.
= LINEAR FEETLF.
= ANGLEL
= KIPS PER SQUARE INCHKSI
= JOINTJT.
= INSIDEIS
= INFORMATIONINFO
= INSIDE LAYERI.L.
= INSIDE FACEIF
= INVERT ELEVATIONI.E.
= INSIDE DIAMETERID
= HORIZONTALHOR.
= HOLLOW METALH.M.
= HEAVY DUTYH.D.
= GALVANIZEDGALV.
= GAUGEGA.
= WELDED WIRE FABRICWWF
= WALL CONSTRUCTION JOINTWCJ
= WATERSTOPW.S.
= WELDING PROCEDURE SPECIFICATIONW.P.S.
= WORK POINTW.P.
= WELD PLATEWP
= VERTICALVERT.
= VERTICAL BARRIER SCREENVBS
= UPSTREAMU/S
= UNLESS NOTED OTHERWISEUNO
= ULTRA HIGH MOLECULAR WEIGHTUHMW
= TYPICALTYP.
= TUBULAR STEELT.S.
= TOP OF WALLTOW
= TOP OF SLABTOS
= TOP OF FOOTINGTOF
= TOP OF CONCRETETOC
= THICKTHK.
= TOP OFT.O.
= TOP LAYERT.L.
= TROWELED JOINTT.J.
= TOP FACET.F.
= TO BE DETERMINEDT.B.D.
= TOP AND BOTTOMT & B
= SYMMETRICALSYM
= STEEL TROWELED CONCRETESTC
= STATIONSTA.
= STAINLESS STEELS.S.
= SQUARE FOOTS.F.
= STEELSTL.
= STIRRUPSTIR.
= STANDARDSTD
= SIMILARSIM
= SHEETSHT
= SCHEDULESCH
= ROUGH OPENINGR.O.
= REQUIREDREQ'D.
= REINFORCEMENTREINF.
= REFERENCEREF
= ROUND HEADR.H.
= RADIUSRAD.
= POLYVINYL CHLORIDEPVC
= POINTPT.
= POUNDS PER SQUARE INCHPSI
= POUNDS PER SQUARE FOOTPSF
DENOTES STEEL
DENOTES GROUT
DENOTES RUBBER
DENOTES CONCRETE
APPEARS
WHICH DETAIL
SHEET NUMBER ON
WAS TAKEN
WHERE DETAIL
SHEET NUMBER
APPEARS
WHICH SECTION
SHEET NUMBER ON
WAS TAKEN
WHERE SECTION
SHEET NUMBER
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL
A
S-027
PROJECT CODE FILE EXTENSION
PROJECT FEATURE CODE USER DEFINABLE CODE (LEGEND NOTE 8)
SEQUENCE NUMBER (LEGEND NOTES 4,5 AND 6)SERIES CODE
TYPE DESIGNATOR (LEGEND NOTES 4,5 AND 6)SEPARATOR SYMBOL
AREA FEATURE CODE (LEGEND NOTES 4,5 AND 6)
DISCIPLINE CODE (LEGEND NOTES 4,5 AND 6)
G-002
J O
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N D A
B B
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V
IA
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N S
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N E
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Y M
B O
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G-002
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JDD1.106_G-002XXX.DGN
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IDENTIFICATION
SHEET
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US Army Corps
P L
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54321
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D R
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D B
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MONOLITHS
CONCRETE
POWERHOUSE
RESTRICTED TO
ALL WORK TO BE
EXIT
INTERSTATE
DISTRICT BOUNDARY MAP
LOCAL VICINITY MAP
PROJECT SITE MAP
SCALE: NONE
PROJECT PHOTO LOOKING EASTERLY
ASSEMBLY BAY
STATION SERVICE
ACCESS HATCH BY PUMP HOUSE
+0
CONTRACTOR PARKING
CONTRACTOR STAGING
ALTERNATE PARKING
CONTRACTOR
CONTRACTOR STAGING
W
N -1
-R -0
OREGON
WASHINGTON
LONGVIEW
VANCOUVER
ASTORIA
PORTLAND
SALEM
P A C I F I C
O C E A N
INTERSTATE
INTERSTATE
INTERSTATE
W I L
L A
M E
T T
E
REV
I
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HOOD RIVER
THE DALLES
COLUMBIA RIVER
L O
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A M
J O
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JOHN DAY DAM L
ANE
JOHN
DAY
DAM
ROAD
W
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H I
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A
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Y
BAY NUMBERING
J O
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G-003
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RUFUS
COLUM
BI
A
RI
VER
FL
OW
NAVIGATION LOCK
JOHN DAY DAM
POWERHOUSE
U.P.R .R.
B.
N.
R.
R.
(S .P S
KLIC
KIT
AT C
O.
SHERMAN C
O.
W A S H I N G T O N
O R E G O N
STATE BOUNDARY
A D
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
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G N
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B E
R of Engineers
US Army Corps
P L
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D R
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C H
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D B
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MILES
0 10 20 30 40 50
GALLERY
STRAINER
CONDUIT
AWS
DENOTES CONCRETE
(11 TOTAL) JOINTS TO BE REPAIRED.
SHEET S-002. 6 BASE AND 5 OPTIONAL
GROUT GALLERY REPAIR AREA REF
CHAMBER
DIFFUSION
EL. 111.50
EL. 109.00
EL. 69.00
S T
O P
L O
G S
L O
T
EL. 201.50
EL. 125.78
SCALE: N.T.S.
GENERAL DAM SECTION SHOWING REPAIR AREAS
EL. 168.50
EL. 150.00
EL. 146.00
EL. 281.00
FOREBAY
TAILRACE
POWERHOUSE
T R
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S V
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S E S
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T
IO
N
J O
H N D
A Y L
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K A
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T R
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W D
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N S
O N P .E
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D P .1
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X X
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G E
C D
A C
W
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A N H
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C D
D
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P
IC
A L P
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IT
H
G-004
N O
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H D
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IN
A G
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E P
A
IR
P O
W E
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EL. 110.5
MAX. POOL EL. 276.0
EL. 155'
NORMAL TW
EL. 257.0 - 268.0
NORMAL POOL
/0
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P L
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
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IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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54321
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BORDER VERSION UPDATE [09-2012]
S-201SHEET NAME:g2ecdjwp Untitled WorkspaceBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 11/7/2018 7:21:37 PM
ACCORDANCE WITH SPECIFICATIONS SECTION 03 15 00 AND SUBMIT TO THE GOVERNMENT FOR APPROVAL.
JOINTS ARE FULLY GROUTED AND ALL PERFORMANCE REQUIREMENTS ARE MET. DEVELOP THE WORK PLAN IN
4.3 IT IS THE CONTRACTOR’S RESPONSIBILITY TO DEVELOP A GROUTING WORK PLAN THAT ENSURES THE MONOLITH
SEE SPECIFICATION SECTION 03 15 00 FOR MOCK UP ASSEMBLY AND PERFORMANCE TEST REQUIREMENTS.
4.2 THE CHEMICAL GROUT PRODUCT MUST BE SUBJECTED TO A PERFORMANCE TEST USING THE MOCK UP ASSEMBLY.
ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATIONS SECTION 03 15 00.
4.1 CHEMICAL GROUT SHALL BE A HYDROPHOBIC, FLEXIBLE, IMPERMEABLE POLYURETHANE FOAM MATERIAL AND IN
4. CHEMICAL GROUT
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SHEET
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INSTALLATION TORQUE.
DEFLECTION. DO NOT OVER-TORQUE THE EXPANSION ANCHORS BEYOND THE MANUFACTURER'S RECOMMENDED
ACHIEVED. DO NOT USE CONCRETE EXPANSION ANCHORS TO PROVIDE THE CLAMPING FORCE TO ESTABLISH THE PRESET
3.4 CONCRETE ANCHORS SHALL BE INSTALLED AFTER THE PRESET DEFLECTION OF THE RUBBER GASKET HAS BEEN
NUTS = ASTM A563
WASHERS = ASTM F436
3.3 CONCRETE ANCHOR HARDWARE SHALL BE IN ACCORDANCE WITH THE MATERIAL STANDARDS LISTED BELOW:
GROUND-PENETRATING RADAR) PRIOR TO CONCRETE ANCHOR INSTALLATION.
3.2 CONTRACTOR SHALL MAP EXISTING REINFORCING STEEL USING NON-DESTRUCTIVE METHODS (SUCH AS
MINIMUM TENSION PULLOUT DESIGN STRENGTH, ФNn = 4,800 LBS (IN CRACKED CONCRETE)
MINIMUM EFFECTIVE EMBEDMENT = 4”
NOMINAL ANCHOR DIAMETER = 5/8”
AND SEISMIC APPLICATIONS.
3.1 CONCRETE ANCHORS SHALL BE CARBON STEEL EXPANSION ANCHORS CERTIFIED FOR USE IN CRACKED CONCRETE
3. CONCRETE ANCHORS
BEARING OF THE RUBBER GASKETS.
SURFACE. GRIND FLUSH ANY SURFACES THAT ARE OUT OF PLANE ACROSS MONOLITH JOINTS TO ENSURE FULL, UNIFORM
2.6 FIELD VERIFY CONCRETE SURFACE AND JOINT PROFILE, AND FABRICATE STEEL SECTIONS TO MATCH THE MEASURED
2.5 BOLT HOLES IN STRUCTURAL STEEL MEMBERS FOR CONCRETE ANCHORS TO BE STANDARD HOLES, UNO.
GALVANIZING PRODUCT.
2.4 ALL DAMAGES TO THE GALVANIZED STEEL TO BE REPAIRED BY THE CONTRACTOR WITH AN APPROVED COLD
RESULT OF SHEARING, FLAME CUTTING, OR MACHINING.
2.3 ALL SHARP EDGES SHALL BE BROKE TO A 1/16" RADIUS UNO. A SHARP EDGE IS DEFINED AS ANY EDGE THAT IS THE
RECORD.
2.2 FIELD WELDING IS NOT BE PERMITTED UNLESS AUTHORIZED BY THE CONTRACTING OFFICER AND ENGINEER OF
GALVANIZED.
2.1 STRUCTURAL STEEL WILL BE ASTM A572 Gr. 50, UNLESS NOTED OTHER. ALL STRUCTURAL STEEL TO BE HOT-DIPPED
2. STRUCTURAL STEEL
GALLERY.
1.8 MOCK UP TO BE BUILT, TESTED, AND ACCEPTED BY GOVERNMENT PRIOR TO STARTING WORK IN THE DRAINAGE
OTHER APPROPRIATE MEANS AND METHODS TO PROVIDE SAFE WORKING CONDITIONS.
(APPROXIMATELY 70 PSI) AROUND THE PERIMETER OF THE GALLERY. PROVIDE TEMPORARY BRACING, SHORING, OR
1.7 THE JOINTS ARE ASSUMED TO BE FULLY CHARGED WITH THE FULL HYDROSTATIC PRESSURE OF THE FOREBAY
ELEVATION OF 276' (72.4 psi).
1.6 JOINT REPAIR IS DESIGNED FOR A NORMAL MAXIMUM FOREBAY ELEVATION OF 268' (69 psi) AND A MAXIMUM FOREBAY
GOVERNMENT.
AND/OR REPLACE ANY DISCONNECTED CONDUITS. COORDINATE UTILITY AND CONDUIT DISCONNECTS WITH THE
1.5 EXISTING UTILITIES CONDUITS MAY BE TEMPORARILY DISCONNECTED TO FACILITATE THE WORK REQUIRED. RESTORE
DIMENSION VARIANCES, DIMENSION TOLERANCE STACKUPS, WARPAGE, MOVEMENT DUE TO WELDING, ETC.
MATERIAL TO ALLOW FOR MACHINING. ALL DIMENSIONS SHALL BE CHECKED TO TAKE INTO ACCOUNT STRUCTURAL STEEL
1.4 UNO, DIMENSIONS ON ALL DRAWINGS ARE FINISHED DIMENSIONS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT
ON SHOP DRAWINGS.
METHOD OF CUTTING MATERIAL, CALCULATED WEIGHTS AND CALLOUT OF COMPONENTS. ALL SPLICES SHALL BE NOTED
PREPARATION, WELD PROCEDURE SPECIFICATION (WPS), TESTING REQUIREMENTS FOR NDT, WELDING PROCEDURE, MATERIAL IDENTIFICATION, IDENTIFICATION OF ALL FINISHED SURFACES, MATERIAL ALLOWANCE FOR MACHINING, WELD
SHOP DRAWINGS SHALL HAVE ALL THE NECESSARY DETAIL REQUIRED FOR FABRICATION TO INCLUDE BUT NOT LIMITED TO
MUST CONFORM TO THE CURRENT A/E/C CAD STANDARD AND SHALL RESEMBLE THIS CONTRACT DRAWING LAYOUT. THE
1.3 A COMPLETE AND DETAILED SET OF SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. THE SHOP DRAWINGS
STARTING FABRICATION.
OF THE GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED TO MINIMIZE DELAYS IN ORDERING MATERIALS OR
OMISSIONS, AND INTERFERENCES RELATED TO THE FABRICATION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION
1.2 THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION. ALL DEFICIENCIES, INACCURACIES,
1.1 SEE SHEET G-002 FOR GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS.
1. GENERAL
GENERAL STRUCTURAL NOTES
S-001
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PORTLAND DISTRICTPORTLAND DISTRICT
96'-0"
3'-0"
3'-0"
5'-6"
90'-0"
(TYP. ALL BAYS)
DRAINS 5'-0" O.C.
90'-0"
3'-0"
3'-0"
5'-6"
3'-0"
3'-0"
5'-6"
(CNO) (WASHINGTON SIDE)
TO CENTRAL NON-OVERFLOW
TYP. (REF)
EXISTING UPLIFT DRAINS,
TYP.
/EXPANSION JOINT,
CONTRACTION
15/16.
OF THE TOTAL LEAKAGE) COMES FROM JOINTS 4/5, 11/12, AND
MAJORITY OF THE LEAKAGE (APPROXIMATELY 90 PERCENT
APPROXIMATELY 3250 GALLONS PER MINUTE (GPM). THE
1. THE TOTAL JOINT LEAKAGE INTO THE GALLERY IS
NOTES:
EL. 110.50
EL. 108.87 (GRATING NOT SHOWN)
EL. 110.50
EL. 108.87 (GRATING NOT SHOWN)
PLAN VIEW B THIS SHEET
TO BAYS 19-2
(OREGON SIDE)
TO STATION SERVICE BAY
PLAN VIEW B THIS SHEET
TO BAYS 2-19
12"0 5' 10'
"= 1'-0"16
3SCALE:
EL. 110.50
EL. 108.87 (GRATING NOT SHOWN)
W
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A
SCALE: 3/16" = 1'-0"
PLAN VIEW BAY 20
C
SCALE: 3/16" = 1'-0"
PLAN VIEW BAY 1
B
SCALE: 3/16" = 1'-0"
PLAN VIEW BAYS 2-19
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
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IN
G N
U M
B E
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US Army Corps
P L
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D
C
B
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BORDER VERSION UPDATE [06-2013]
E
C D
S H
K F il e L a s t S a v e d B y
2" GALVANIZED STEEL PLATE
2 - 1/8" UHMW PLATES
2" GALVANIZED STEEL PLATE
2" RUBBER GASKET
1/2" CONCRETE
ANCHORS @ 18" o.c.
UPLIFT DRAINS, N.I.C., DO NOT DISTURB
METAL GRATING DRAINAGE
TRENCH COVERS
SEE INFORMATIONAL DRAWINGS
FOREBAY / EAST TAILRACE / WEST
EXISTING UTILITY AND CONDUIT LINES
ALONG FULL LENGTH OF EAST WALL.
FROM TOP TO BOTTOM:
1" ELECTRICAL CONDUIT
1/2" PVC COMMUNICATIONS LINE
2" PVC WATER LINE
1" GALV. STEEL HIGH PRESSURE AIR
INJECTION VALVE BY CONTRACTOR
AND GROUT MANUFACTURER
RECOMMENDATIONS
FULL PART BALL VALVE,
SIZE SELECTED BY
CONTRACTOR
DRILL AND TAP FOR CONTRACTOR'S SELECTED
GROUT INJECTION PORT. INJECTION PORT
SHALL HAVE FULL THREAD ENGAGEMENT
THROUGH FULL THICKNESS OF COVER PLATE;
INCLUDING ALL PLIES
END OF INJECTORS SHALL
EXTEND BEYOND BEYOND FACE
OF RUBBER GASKET AND
DIRECTLY INTO JOINT
EXISTING COVER PLATE
DETAIL, REFER TO
INFORMATIONAL DRAWINGS.
NOTE THAT JOINT DETAIL AT
15/16 IS UNIQUE FROM
OTHER JOINTS
NOTES:
1. ALL ELEMENTS SHOWN ON THIS SHEET ARE EXISTING, UNO.
2. EXISTING COVER PLATES ARE LOCATED AT JOINTS INDICATED ON SHEET S-002.
3. EXISTING COVER PLATES SHALL BE ASSUMED TO BE FULLY CHARGED WITH 70 PSI OF
HYDROSTATIC PRESSURE BEHIND PLATES AT ALL TIMES. TEMPORARY BRACING, SHORING,
OR OTHER APPROPRIATE MEANS AND METHODS SHALL BE USED TO SAFELY REMOVE AND
REPLACE PLATE COVERS.
4. TEMPORARY REMOVAL OF UTILITY AND CONDUIT LINES MAY BE PERMITTED WITH
COORDINATION AND WRITTEN APPROVAL FROM THE GOVERNMENT.
5. DO NOT REUSE EXISTING COVER PLATE MATERIALS. CONCRETE ANCHORS SHALL BE CUT
OFF FLUSH WITH THE CONCRETE SURFACE.
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SHEET
D A
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B E
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US Army Corps
P L
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54321
D
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B
A
SHEET OF
N.T.S.
EXISTING COVER PLATES AT JOINTS
N.T.S.
EXISTING COVER PLATE DETAIL
N.T.S.
EXISTING COVER PLATE LEAKAGE
N.T.S.
GROUT INJECTION DETAIL
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EXISTING STEEL GRATING OVER
DRAINAGE TRENCH
PAINT COVER PLATES AT
WALKWAY YELLOW
2" THK. RUBBER
GASKET, SEE NOTE 4.
2" THK. STEEL
SEAL PLATE
4" THK. UHMW SLIP
PLATE, SEE NOTE 8.
STEEL ANCHOR PLATES, TYP.
5/16"
5/16"
SMOOTH. TYP.
CJP, GRIND
AT CORNER.
SEAL PLATE TO FIELD MEASUREMENTS
MATCH RUBBER GASKET AND STEEL
SMOOTH. TYP.
CJP, GRIND
OF CHAMFER AT CORNER.
SEAL PLATE TO FIELD MEASUREMENTS
MATCH RUBBER GASKET AND STEEL
JOINT CL
T Y
P
ANCHOR PLATES,
SEE NOTE 9, TYP.
UHMW PLATE, SEAL PLATE, AND
RUBBER GASKET (BEYOND)
11/16"Ø STANDARD BOLT HOLE
FOR CONCRETE EXPANSION
ANCHORS (TYP)
ANCHOR PLATES
BEVELED EDGES OF
FILL JOINT WITH CHEMICAL
GROUT, SEE SHEET S-003 FOR
INJECTION HOLE DETAIL
MAX MAX.
12"
SCALE: 1"= 1'-0"
6" 0 1' 12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
SEE INFORMATIONAL DRAWING JDP-4-1-4/28
TYP.
NOTES:
1. SEE SHEET G-002 FOR GENERAL NOTES.
2.SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.
3. THE DETAILS SHOWN ON THIS SHEET APPLY TO ALL JOINTS TO BE REPAIRED AS INDICATED ON
SHEET S-002.
4.PROVIDE 1/8" OF PRESET DEFLECTION IN RUBBER GASKET PRIOR TO THE INSTALLATION OF THE
CONCRETE ANCHORS. THE PRECOMPRESSION FORCE MUST BE APPLIED UNIFORMLY SUCH THAT THE
FULL AREA UNDER THE GASKET IS DEFLECTED THE SPECIFIED AMOUNT.
5. REPAIR CONCRETE SURFACE ADJACENT TO JOINTS SUCH THAT THE RUBBER GASKETS
SEAL AGAINST A CLEAN, SMOOTH SURFACE, AND IS BEARING EVENLY ON
BOTH SIDES OF THE JOINT. SEE SPECIFICATIONS FOR APPROVED REPAIR METHODS.
7.RUBBER GASKETS SHALL BE SPLICED TO PROVIDE A CONTINUOUS SEAL. SPLICES SHALL BE MADE
IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
8. ADHERE UHMW SLIP PLATE TO STEEL SEAL PLATE USING MARINE GRADE ADHESIVE, SUCH AS 3M
5200 OR EQUAL. SUBMIT ADHESIVE PRODUCT DATA TO GOVERNMENT FOR REVIEW.
9. ANCHOR PLATES MAY BE FABRICATED IN MULTIPLE PIECES, AS SHOWN. BREAKS IN ANCHOR
PLATES MUST BE CENTERED BETWEEN CONCRETE ANCHORS AND SHALL NOT HAVE MORE THAN 1/2"
10. USE ANCHORS AND EMBEDMENTS IAW SPECIFICATION SECTION 05 50 13.00 25, SECTION 2.1.1.
SPACE BETWEEN EACH PIECE. SHOW ALL BREAKS IN THE SHOP DRAWINGS.
6.INJECT CHEMICAL GROUT PRODUCTS INTO THE MONOLITH JOINT TO FILL THE FULL PERIMETER OF
THE GALLERY. CHEMICAL GROUTING TO BE PERFORMED IN ACCORDANCE WITH SPECIFICATIONS
SECTION 03 15 00.
JOINT CL
O.C. SEE NOTE 10, TYP.
ANCHORS SPACED AT 6"
" CONCRETE EXPANSION 8
"2
"2 1 .
2" 9" 3"
1'-3" "16
8"
8"
1"
"2
X
"16
AND APPROVED ON SUBMITTAL
MANUFACTURER'S INSTRUCTIONS
DETERMINED ACCORDING TO
DEPTH OF GROUT TO BE
SCALE: 3"= 1'-0"
0 3" 6" 12"
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TYPICAL JOINT REPAIR SECTION
SCALE: 1" = 1'-0"S-002
A
C
B
SCALE: 1" = 1'-0"
ANCHOR PLATE DETAIL
A
D
SCALE: 1" = 1'-0"
TYPICAL ELEVATION
B " = 1'-0"2
1SCALE: 1
TYPICAL CHAMFER DETAIL
C TYPICAL CORNER DETAIL
" = 1'-0"2
1SCALE: 1
OMIT COVER PLATES AT
GRATING SILLS, TYP.
SCALE: 3" = 1'-0"
TYPICAL SECTION
PLATE. SEE NOTE 6.
INJECTED GROUT UNDER COVER
PERIMETER OF GALLERY
NEW COVER PLATES AROUND
(T Y
P
1'-0"
2"
2'-8" 3'-0" 2"
(T Y
P
4'-0" 1'-0"
4'-0" 1'-0"
SHOWN FOR CLARITY
UPLIFT DRAIN NOT
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6'-0"
1'-0" 4'-0" 1'-0"
1'-6" 1'-6"
3'-0"
1'-0" 4'-0" 1'-0"
NOTES:
1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF 3,000 PSI
AFTER 28-DAYS.
2. UPPER INSPECTION PORT MAY BE CAST-IN PVC OR DRILLED AFTER
CURING, AT CONTRACTOR'S OPTION.
3. ALL ASSEMBLIES, PARTS, AND FITTINGS SHALL BE RATED FOR A MINIMUM
PRESSURE OF 100 PSI.
4. MOCK UP SHALL BE USED TO PRESSURE TEST THE CHEMICAL GROUT
PERFORMANCE. SEE SPECIFICATION 03 15 00.00 FOR MOCK UP
REQUIREMENTS
5. PRESSURE TEST REQUIRES A CLEAN WATER SUPPLY WITH REGULATED
PRESSURES THAT ARE FULLY ADJUSTABLE FROM 0 TO 80 PSI. TEST WILL
RESULT IN LARGE QUANTITIES OF WATER DISCHARGING FROM THE MOCK
UP. ADEQUATE DRAINAGE FOR DISCHARGED WATER ARE REQUIRED. MAX
REQUIRED WATER FLOW RATE FOR TEST IS 30 GPM.
6. SUBMIT SHOP DRAWINGS OF MOCK UP FOR GOVERNMENT REVIEW.
7. LEAVE FORMWORK IN-PLACE OR PROVIDE OTHER LATERAL BRACING TO
PREVENT CONCRETE WALLS FROM DEFLECTING OUTWARD DURING
TESTING.
" JOINT2
1"Ø SCH. 80 PVC PIPE.
PROVIDE 1/2"x48" SLOT
ALIGNED WITH JOINT
3/4" CHAMFERS, TYP.
1" Ø FULL PORT BRASS BALL
VALVE FOR FLOW ISOLATION
AND ROUGH THROTTLING.
ADAPT TO PVC PIPE WITH PVC
SOCKET TO NPT THREADED
ADAPTER TO MATCH VALVE.
INJECTION PORT W/ BALL VALVE. COORDINATE
FITTING TYPE AND VALVE SIZE WITH THE
GROUT INJECTOR IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
INSPECTION PORT
W/ BALL VALVE
SEE NOTE 3.
6-#6 BARS, EA. SIDE
#5 CLOSED TIES, TYP.
#5 CLOSED TIES, TYP.
#6 BARS
7-#6 BARS AT 9" O.C.
1/2"x4'-0" JOINT w/
3/4" CHAMFERS
INSPECTION PORT
INJECTION
PORT
EDGE OF CONCRETE
C L
R
T Y
P
3 " CLR.
TYP.3" CLR.
TYP.
"x48" SLOT IN PVC PIPE2
12"
SCALE: 1"= 1'-0"
6" 0 1'
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IDENTIFICATION
SHEET
D A
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P R
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US Army Corps
P L
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SCALE: 1" = 1'-0"
JOINT MOCK UP - PLAN
A
B
C
B
SCALE: 1" = 1'-0"
SECTION
A
SCALE: 1" = 1'-0"
SECTION
C
SCALE: 1" = 1'-0"
SECTION
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SHEET
1 2 3 4 5 6
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BORDER VERSION UPDATE [08-2013]
E-001SHEET NAME:g2ecdpwi Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 11/5/2018 1:55:46 PM
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DISCONNECT SWITCH
POWER TRANSFORMER (ONE LINE DIAGRAM)
OL OL
OVERLOAD RELAY
FUSE
MASTER CONTROL SWITCH
AC CONTACTOR
MANUAL TRANSFER DEVICE
SUFFIX USED FOR IDENTIFICATION.
42X
42-1
OR
OR
OR
X
CONDUIT EXPOSED
CONDUIT EMBEDDED IN FLOOR OR WALL
OR
CONDUIT TURNING AWAY FROM OBSERVER.
CONDUIT TURNING TOWARD OBSERVER.
1. SWITCHBOARDS AND SWITCHGEAR
-LCQ
CQ -
480V (POWERHOUSE)
DQ
B -
BATTERY
CT CURRENT TRANSFORMER
M MOTOR
T TRANSFORMER (POWER)
X BREAKER (ADD VOLTAGE LETTER)
Z DISC. SWITCH (ADD VOLTAGE LETTER)
1. AS AN AID TO FURTHER IDENTIFICATION OF
-J
Q
R
- 120/240 (120/208)
N -
POWER CIRCUIT, 480VAC
POWER CIRCUIT (LIGHTING)
120/240 OR 120/208 VAC
- SPARE CONDUIT
- ALARM CIRCUITS, ANNUNCIATOR CIRCUITS,
SELF-SYNCHRONOUS INDICATING CIRCUITS, RTD
AND TRANSDUCER OUTPUT CIRCUITS, RECORDER,
OTHER LOW-LEVEL SIGNAL CIRCUITS.
u s r q j c -
NOMENCLATURE
VOLTAGE CLASS AND LOCATION OF THE
EQUIPMENT, THE FOLLOWING ARE APPLIED TO
SEPARATELY MOUNTED BREAKERS, DISCONNECT-
ING MOUNTED BREAKERS, DISCONNECTING
SWITCHES, CURRENT TRANSFORMER AND
VOLTAGE TRANSFORMERS.
13.8kV
480V
-MCC MOTOR CONTROL CENTER
SJ
LOCKL
CONTROL CIRCUITS
VOLTAGE OR CONTROL TRANSFORMER
Z
52-()
-D
F
SQ -
-TR TRANSFORMER (LIGHTING)
480V SWITCHBOARD (MAIN UNITS)
NON-OVERFLOW DAM
480V (NON-OVERFLOW DAM)
FCQ
480V SUBSTATION (POWERHOUSE)
480V SWITCHGEAR (NAV LOCK)
13.8kV SWITCHGEAR (STATION SERVICE)
SU
-SUA 480V SWITCHBOARD (FISHWATER UNITS)
NEUTRAL (i.e. GN1,TN1)
P - 5kV
2. SERVICE CODE OR VOLTAGE CLASS
START OF RUN END OF RUN
CIRCUIT NUMBER
SUA-q1-CQA3
IDENTIFIED AS FOLLOWS:
1. ELECTRICAL CIRCUITS AND CONDUITS ARE
A THREE PART NUMBER IS USED.
A. BETWEEN MAJOR ITEMS OF EQUIPMENT,
VOLTAGE CLASS
SERVICE CODE OR
CQA3-q1.
CIRCUIT; e.g. CQA3-c1 WOULD CONTROL
THE NUMBER OF THE CONTROLLED POWER
C. CONTROL CIRCUIT NUMBERS CORRESPOND TO
THE CIRCUIT CONTAINED WITHIN THE CONDUIT.
D. CONDUIT NUMBERS ARE GENERALLY IDENTICAL TO
480V (FISH RELATED
FISH RELATED
-IOR REMOTE PLC INPUT/OUTPUT RACK
OR RATE-OF-RISE RELAY
INSTANTANEOUS OVERCURRENT
BY BELL ALARM CONTACT.
SUFFIX Z INDICATES OPERATED
METAL-CLAD CIRCUIT BREAKER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
INDICATES TRIP RATING IN AMPERES
METAL ENCLOSED AIR CIRCUIT, NUMBER
ELECTRICALLY-OPERATED, DRAWOUT TYPE,
GRAPHIC SYMBOLS
(SIZE AS INDICATED).
EMBEDDED GROUND CONDUCTOR
GROUND INSERT IN FLOOR
B
A
NUMBER INDICATES SHEET REFERENCED
LETTER INDICATES ELEVATION
ELEVATION REFERENCE
NUMBER INDICATES SHEET REFERENCED
LETTER INDICATES SECTION
SECTION REFERENCE
SHEET REFERENCED
BOTTOM NUMBER INDICATES
TOP NUMBER INDICATES DETAIL
DETAIL REFERENCE
E-01
E-02
E-05
CONDUIT TICK MARKS DESIGNATION
-L LIGHTING
G.I.
ELECTRICALLY OPERATED VALVE (SOLENOID)
J JUNCTION BOX
-tn
POWER CIRCUIT, 13.8kVAC
-tt
-T1 DEDICATED T1 CIRCUITS
LOCAL AREA NETWORK (LAN) CIRCUITS
TELEPHONE/PBX CIRCUITS, COMMUNICATION CIRCUITS
tv - CLOSED CIRCUIT TELEVISION (CCTV) VIDEO CIRCUITS
1-()
X
XX/M MAG ONLY RATING SHOWN
OR MOTOR CIRCUIT PROTECTOR
XXXA CURRENT RATING NOTED
CIRCUIT BREAKER
X/M
DEVICE FUNCTION AS NOTED.
NUMBER OR LETTERS INDICATE
AUXILIARY RELAY.
SUFFIX X INDICATES ASSOCIATED
EXAMPLES
A. TERMINAL EQUIPMENT
B. MODIFYING TERMS FOR TERMINAL EQUIPMENT
2. LOAD CENTERS
3. APPARATUS
LP-1,3
IDENTIFIES CKTS.
IDENTIFY PANEL, NUMBER(S) AT ARROW
INDICATE NUMBER OF CKTS, LETTERS
HOME RUN TO PANELBOARD. ARROWS
ELECTRICAL ABBREVIATIONS
- 480V (DAM LIGHTING)DCR1
(MCC, PANELBOARD, ETC)
MAJOR ELECTRICAL EQUIPMENT
W
CONNECTION TO GROUND BUS
INTERLOCK (ELECTRICAL)
M
K
E
OF THE LOWEST VALUE
WHICH THEY RESPOND ARE
OR WHEN QUANTITIES TO
IN DE-ENERGIZED POSITION
OR KW RATING
MOTOR, NUMBER INDICATES APPROXIMATE HP OR
Y=YELLOW, ETC.)
(A=AMBER,G=GREEN,R=RED, W=WHITE,
(NORMALLY CLOSE)
CONTACTS
(NORMALLY OPEN)
CONTACTS
PRESS TO TEST INDICATING LIGHT,
-p POWER CIRCUIT, 4160VAC
XYZ
SAMPLE DEVICE FUNCTIONS
CIRCUITS; I.E., THE END OF RUN IS OMITTED.
LIGHTING AND SOME POWER DISTRIBUTION
B. A TWO-PART NUMBER IS USED FOR MOST
C. CIRCUIT AND ROUTING IDENTIFICATION
FUSED HP RATED DISCONNECT SWITCH
NON-FUSED HP RATED DISCONNECT SWITCH
-d 0-48V AC/DC
N.C. PUSH BUTTON
N.O. PUSH BUTTON
TRANSIENT SUPPRESSOR
3P
3P INDICATES 3-POLE
2P INDICATES 2-POLE
INDICATES TRIP RATING IN AMPERES.
MOLDED-CASE CIRCUIT BREAKER, NUMBER
33 POSITION SWITCH
NEUTRAL
GROUNDPHASE
INTERLOCK (MECHANICAL OR KEY)
(NUMBER INDICATES NEMA SIZE RATING)
COMBINATION MOTOR STARTER
INTEGRAL MOTOR STARTER
TELEPHONE DATA FLOOR RECEPTACLE
DATACOMM WALL RECEPTACLE
480V RECEPTACLE
240V RECEPTACLE
125V, 20A DUPLEX RECEPTACLE,
GFCI - INDICATES GFCI PROTECTED
WP - INDICATES WEATHERPROOF COVER
25PIN RECEPTACLE FOR SOLENOID VALVES
SINGLE-POLE, SINGLE-THROW (SPST) SWITCH
SINGLE POLE SNAP SWITCH 125V, 20A
3-WAY SNAP SWITCH 125V, 20A
XY
TRANS. OIL PUMP 4C1).
(i.e. CQ24-q1-4C1 IS A CIRCUIT GOING TO
THE DESIGNATION ASSIGNED TO THE DEVICE
TO SEPARATELY MOUNTED DEVICES RECEIVE
COULD BE DESIGNATED SU1-q1-XJ1). CIRCUITS
CIRCUIT TO CT'S IN CIRCUIT BREAKER XJ1
TERMINAL EQUIPMENT DESIGNATION (e.g. THE
PART OF TERMINAL EQUIPMENT RECEIVE THE
E. CIRCUITS TO DEVICES FORMING AN INTEGRAL
3 INDICATES THREE CONDUCTORS.
THREE-CONDUCTOR CABLE WHILE A NUMERAL
BY SUFFIX "C"; i.e., 3/C INDICATES A
2. MULTI-CONDUCTOR CABLES ARE IDENTIFIED PER SCHEDULE
NEW CONTROL CONDUIT IDENTIFICATION
CONTROL ABBREVIATIONS
XFMR
W/
WT
WP
W
VS
VM
VFD/VSD
VAM
V
UPS
U/S
UH
UG
TYP
TR
TC
TB
SV
STB
SSCP
SS
SPST
SPDT
SPD
S/N
SM
SG
SF
SA
RN
RGS
REF
RCPT
Q
PWWC
PVC
PTT
PSS
PSF
PS
PR
PNL
PH
PDB
PC
PB
PART
OL
NP
NO
NC
NA
N
MPC
MS
MLO
MH
MD
MCP
MCC
MCB
M/MTR
L/R
LR
LTR
LTG
LT-FLEX
LGR
LC
J/JB
IPS
INST
INCAND
IG
HTR
HID
HH
GI
GFE
GFCI
GALV
G/GND
GAM
FVR
FVNR
F/O
FTLDP
FLUOR
FLR
FDR
FCSP
FCB
F,FU
EXST
EMC
EM
EL
EGAM
EF
EGC
D/S
DIV
DGAM
CV
CT
CS
CRT
CPU
CPT
CPMP
CGB
CKT
CB
C
BK
BCG
AWG
ATS
AT
AL
AIR
AIC
AFG
AFF
AF
A
TRANSFORMER
WITH
WATERTIGHT
WEATHERPROOF
WATT
VOLTMETER SWITCH
VOLTMETER
VARIABLE FREQUENCY DRIVE
VALVE ACTUATOR MOTOR
VOLTS
UNINTERRUPTIBLE POWER SUPPLY
UPSTREAM
UNIT HEATER
UNDERGROUND
TYPICAL
TRIAD
TERMINAL CABINET
TERMINAL BLOCK
SOLENOID VALVE
SHORTING TERMINAL BLOCK
SANITARY SEWER CONTROL PANEL
STAINLESS STEEL / SOFT STARTER
SINGLE-POLE SINGLE-THROW
SINGLE-POLE DOUBLE-THROW
SURGE PROTECTION DEVICE
SOLID NEUTRAL
SINGLE MODE (FIBER)
SWITCHGATE
SUPPLY FAN
SURGE ARRESTOR
RUN
RIGID GALVANIZED STEEL CONDUIT
REFERENCE INFORMATION
RECEPTACLE
QUARTS LIGHTING
POTABLE WATER WELL CONTROLLER
POLYVINYL CHLORIDE CONDUIT
PUSH TO TEST
PRE-SORT SUPPLY
PRE-SORT FLUME
PRESSURE SWITCH
PAIR
PANEL
PHASE
POWER DISTRIBUTION BLOCK
PHOTOCELL
PULL BOX
PARTIAL
OVERLOAD RELAY
NAMEPLATE
NORMALLY OPEN
NORMALLY CLOSED
NON-AUTOMATIC
NEUTRAL
MINI-POWER CENTER (XFMR AND PNL)
MOTOR STARTER
MAIN LUGS ONLY
MANHOLE / METAL HALIDE
MOTION DETECTOR
MOTOR CIRCUIT PROTECTOR
MOTOR CONTROL CENTER
MAIN CIRCUIT BREAKER
MOTOR
LOCAL/REMOTE
LATCHING RELAY
LIGHTING TRANSFORMER
LIGHTING
LIQUID TIGHT FLEX CONDUIT
LIGHTING RECEPTACLE
LIGHT CONTACTOR
JUNCTION BOX
INTAKE AND PUMP STRUCTURE
INSTANTANEOUS
INCANDESCENT
ISOLATED GROUND
HTR
HIGH INTENSITY DISCHARGE
HAND HOLE
GROUND INSERT
GOV'T FURNISHED EQUIPMENT
GND, FAULT CIRCUIT INTERRUPTER
GALVANIZED
GROUND
GATE ACTUATOR MOTOR
FULL VOLTAGE REVERSING
FULL VOLTAGE NON-REVERSING
FIBER OPTIC
FUEL TANK LEAK DETECTION PANEL
FLUORESCENT LIGHTING
FLOOR
FEEDER
FUEL CLEANING SYSTEM PANEL
FEEDER CIRCUIT BREAKER
FUSE
EXISTING
ELECTROMAGNETIC COMPATIBILITY
EMERGENCY
ELEVATION
ENTRANCE GATE ACTUATOR MOTOR
EXHAUST FAN
EQUIPMENT GROUNDING CONDUCTOR
DOWNSTREAM
DIVISION
DIFFUSION GATE ACTUATOR MOTOR
CABLE VAULT
CABLE TRAY / CURRENT TRANSFORMER
COUNTING STATION
CATHODE RAY TUBE
CENTRAL PROCESSING UNIT
CONTROL POWER XFMR
CIRCULATING PUMP
CABLE GLAND BUSHING
CIRCUIT
CIRCUIT BREAKER
CONDUIT
BRAKE
BARE COPPER GROUND
AMERICAN WIRE GAUGE
AUTOMATIC TRANSFER SWITCH
AMPERE TRIP
ALUMINUM
AMPERE INTERRUPTING RATING
AMPERE INTERRUPTING CAPACITY
ABOVE FINISHED GRADE
ABOVE FINISHED FLOOR
AMP FUSE, AMP FRAME
AMMETER, AMPERE
PER SCHEDULE
NEW CONDUIT IDENTIFICATION
OFF
EMER
ZZ
ZV
ZT
ZS
YS
XMTR
WS
VT
VS
UTP
TVSS
TT
TI
TE
TDR
T/XFMR
SV
STP
STA
SS
SOL/SV
SGCC
SCR
SCADA
S/N
RLS
RIO
REG
PY
PWR
PTT
PT
PS
PRX
PRV
PLC
PL
PI
PDT
PCR
PCP
PC
PBL
PB
PA
MIT
ME
MCR
LT
LS
LE
LC
IR
IY
I/P
I/O
HV
HMI
HOA
FZ
FWS
FU
FM
FC
ETM
DT
DSA
DS
DRS
DPM
DO
DTAP
DNET
DI
CV
CU
CS
CR
CP
AWS
AUX
AO
ALM/AH
AIR
AI
POSITIONING LINEAR ACTUATOR (ELECT)
PNEUMATIC PISTON ACTUATOR
POSITION TRANSMITTER
LIMIT SWITCH
AUX ATS SWITCH
TRANSMITTER
WEIGHT/TENSION SWITCH
VIBRATION TRANSMITTER
VIBRATION SWITCH
UNSHIELDED TWISTED PAIR
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TEMPERATURE TRANSMITTER
TEMPERATURE INDICATOR
TEMPERATURE ELEMENT
TIME DELAY RELAY
TRANSFORMER
SOLENOID VALVE
SHIELDED TWISTED PAIR
STATION (OPERATOR CNTRL)
SELECTOR SWITCH
SOLENOID/SOLENOID VALVE
SPILLWAY GATE CONTROL CABINET
SAFETY CONTROL RELAY
SUPERVISORY CTRL & DATA ACQUISITION
SOLID NEUTRAL
ROTARY LIMIT SWITCH
REMOTE I/O
PRESSURE REGULATOR
PRESSURE CONVERTER
POWER
PRESS TO TEST
PRESSURE TRANSMITTER
PRESSURE SWITCH
PROXIMITY SWITCH
PRESSURE REGULATING VALVE
PROGRAMMABLE LOGIC CONTROLLER
PILOT LIGHT
PRESSURE INDICATOR
DIFFERENTIAL PRESSURE TRANSMITTER
PENDANT CONTROL RECEPTACLE
PENDANT CONTROL PLUG
PERSONAL COMPUTER
PUSH BUTTON, LIGHTED
PUSH BUTTON
PLANT AIR
RELATIVE HUMIDITY INDICATING XMTR
RELATIVE HUMIDITY/MOISTURE ELEMENT
MASTER CONTROL RELAY
LEVEL TRANSMITTER
LEVEL SWITCH
LEVEL ELEMENT
LEVEL CONTROLLER
INDUCTION RELAY
CURRENT CONVERTER
CURRENT TO PRESSURE TRANSDUCER
INPUT/OUTPUT
HAND VALVE
HUMAN MACHINE INTERFACE
HAND-OFF-AUTO
VALVE POSITION (FLOW)
FACILITY WATER SUPPLY
FUSE
FLOW METER
FLOW CONTROLLER
ELAPSED TIME METER
DEVICENET TAP
DEVICENET STARTER ASSEMBLY
DISCONNECT SWITCH
DAM RECEPTACLE STATION
DIGITAL POWER METER
DISCREET OUTPUT
DEVICENET TAP
DEVICENET
DISCREET INPUT
CONTROL VALVE
COPPER
CONTROL SWITCH
CONTROL RELAY
CONTROL PANEL
AUXILLARY WATER SUPPLY
AUXILIARY
ANALOG OUTPUT
ALARM/ANNUNCIATOR HORN
AMPERE INTERRUPT RATING
ANALOG INPUT
GENERAL NOTES
D. EXTERNAL CONTROL WIRE IDENTIFICATION
XXXXX/SGCC1/TB1-3
XXXXX/RLS1/T-1
WIRE LABEL WITHIN CONTROL CABINET
WIRE LABEL AT CONTROL DEVICE OR EQUIPMENT
RLS1 ON TERMINAL T-1. INTERNAL WIRE NUMBER IS XXXXX.
BLOCK TB1-3 AND IT IS TERMINATED AT ROTARY LIMIT SWITCH
LIMIT SWITH (RLS1). ORIGIN OF WIRE IN SGCC1 IS TERMINAL
CONTROL WIRE FROM CONTROL CABINET (SGCC1) TO ROTARY
EXAMPLE:
GRAPHIC SYMBOLS (CONT.)
CONDUIT AND GROUNDING
TERMINATION POINT AT DESTINATION
DESTINATION DEVICE OR EQUIPMENT
WIRE NUMBER
TERMINATION POINT IN SGCC1
DESTINATION CABINET OR EQUIPMENT
WIRE NUMBER
DRAWING SET.
SOME SYMBOLS AND ABBREAVIATIONS MAY NOT BE USED WITHIN THIS
1. THIS IS A TYPICAL SYMBOLS AND ABBREVIATIONS SHEET; THEREFORE,
J D
P .1
E -0
X X
X .d g n
LIMIT SWITCH (NC)
LIMIT SWITCH (NO)
(NO, CLOSES ON DROPPING TEMPERATURE)
TEMPERATURE SWITCH
CONDUIT CAPPED BELOW FINISHED GRADE
G E
C D
S E
G
W
IL
L
IA
M F
O R
T U
N Y P .E
W
N -1
-R -0
/0
/2
A D
V E
R T
12"
SCALE: 1"= 1'-0"
6" 0 1'
NOTES
REFERENCE
ONE LINE DIAGRAM CQ03, CQ05, CQ06 & CQ011JDP-1.1-6-1D21/3
ONE LINE DIAGRAM CQ01, CQ02, CQ04 & CQ09JDP-1.1-6-1D21/2
N
LIGHT SWITCH FOR BAY 1 THU 10
LIGHT SWITCH FOR BAY 11 THU 20
JUNCTION BOX
JUNCTION BOX
MONOLITH WALL
UPSTREAM
LIGHT FIXTURE
DIALIGHT LED
LIGHT FIXTURE
DIALIGHT LED
LIGHT FIXTURE
DIALIGHT LED
MONOLITH WALL
UPSTREAM
MONOLITH WALL
UPSTREAM
SCALE: 3"= 1'-0"
0 3" 6" 12"
LIGHT SWITCHES
LIGHT FIXTURE
DIALIGHT LED
MONOLITH WALL
UPSTREAM
ELECTRICAL CONDUIT AT 5'-11"
1" DIAMETER FIBERGLASS
ELECTRICAL CONDUIT AT 5'-11"
1" DIAMETER FIBERGLASS
ELECTRICAL CONDUIT AT 5'-11"
1" DIAMETER FIBERGLASS
ELECTRICAL CONDUIT
1" DIAMETER FIBERGLASSELECTRICAL CONDUIT
1" DIAMETER FIBERGLASS
WATER PIPE AT 5'
2.5" DIAMETER PVC
AIR PIPE AT 4'-8"
STEEL COMPRESSED
1.5" DIAMETER GALVANIZED
CONDUIT BODY AT 5'-11"
1" FIBERGLASS ELECTRICAL
TRANSITION AT CELLING LEVEL
ELECTRICAL CONDUIT
1" DIAMETER FIBERGLASS
WATER PIPE AT 5'
EXISTING 2.5" DIAMETER PVC
AIR PIPE AT 4'-8"
STEEL COMPRESSED
EXISTING 1.5" DIAMETER GALVANIZED
WATER PIPE AT 5'
EXISTING 2.5" DIAMETER PVC
AIR PIPE AT 4'-8"
STEEL COMPRESSED
EXISTING 1.5" DIAMETER GALVANIZED
90'-0" (TYP.)
SPECIFICATION SECTION 05 50 13.00 25, PARAGRAPH 2.4.
4. REPLACE EXISTING WATER AND COMPRESSED AIR PIPING AND SUPPORTS PER
NEEDED TO INSTALL PLATES AND SEALS SHOWN ON STRUCTURAL DRAWING S-004.
CONDUITS, CONDUCTORS AND CONNECTION FITTINGS AS REQUIRED. RELOCATE AS
LEVELED AND IN A SIMILAR MANNER AS PREVIOUSLY INSTALLED WITH ADDITIONAL
OF EXISTING EQUIPMENT. ALL ELECTRICAL EQUIPMENT SHALL BE REINSTALLED,
CONDUITS, CONDUCTORS, AND JUNCTION BOXES AS REQUIRED FOR RELOCATION
JOINT REPAIR PLATES AND SEALS. CONTRACTOR SHALL PROVIDE ADDITIONAL
RELOCATED TO FACILITATE AND NOT INTERFERE WITH INSTALLATION OF MONOLITH
CORPORATION LED LIGHT FIXTURES, AND MOUNTING ASSEMBLIES SHALL BE
3. EXISTING 1" DIAMETER ELECTRICAL CONDUIT AND #12 CONDUCTORS, DIALIGHT
GALLERY LIGHTS BAY 11 THROUGH 20.
LIGHTING PANELBOARD (NOT SHOWN) IS ASSOCIATED WITH THE INTAKE DRAINAGE
CQ06 30 AMP BREAKER, TR010 15KVA LIGHTING TRANSFORMER, AND CR010 2.
GALLERY LIGHTS BAY 1 THROUGH 10.
LIGHTING PANELBOARD (NOT SHOWN) IS ASSOCIATED WITH THE INTAKE DRAINAGE
CQ02 70 AMP BREAKER, TR01 30KVA LIGHTING TRANSFORMER, AND CR011.
B
B
SCALE: 1"= 1'-0"
SECTION
C
SCALE: 1"= 1'-0"
SECTION
C
A
SCALE: 1"= 1'-0"
SECTION
NO SCALE
DETAIL
A
SCALE: 3"= 1'-0"
DETAIL - DIALIGHT LED LIGHT ASSEMBLY
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/8 /2
BORDER VERSION UPDATE [08-2013]
E-101SHEET NAME:g2ecdjwp Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 11/8/2018 9:19:51 AM
PLAN
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
E-101
N O
L
IT
H D
R A
IN
A G
E R
E P
A
IR
P O
W E
R H
O U
P .1
E -1
X X
X .d g n
C O
N T
IN
U E
S T
O S
P
IL
L W
A Y G
A L L E
R Y
NO SCALE
G E
C D
S E
G
P
IN
D R
A
G E
C D
T R
S
W
IL
L
IA
M F
O R
T U
N Y P .E
:1
A N
S I F
P L
A N A
N D S
E C
T
IO
N V
IE
W S
M O
N O
L
IT
H D
R A
IN
A G
E G
A L L E
R Y
/0
/2
A D
V E
R T
IS
E
S S /1
/2
/4
/5
/6
/7
/8
/9
/1
/1
/1
/1
/1
/1
/1
/1
/1
/1
/2
/C
N O
W
N -1
-R -0
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
P .1
E -5
X X
X .d g n
N O
L
IT
H D
R A
IN
A G
E R
E P
A
IR
P O
W E
R H
O U
.9
NOTES
REFERENCE
ONE LINE DIAGRAM CQ03, CQ05, CQ06 & CQ011JDP-1.1-6-1D21/3
ONE LINE DIAGRAM CQ01, CQ02, CQ04 & CQ09JDP-1.1-6-1D21/2
L E
D L
IG
H T D
E T
A
IL
E-501
MODEL RTO-0W07-001 PROFILE VIEW MODEL RTO-0W07-001 PLAN VIEW MODEL RTO-0W07-001 BOTTOM VIEW
NOT TO SCALE NOT TO SCALE NOT TO SCALE G
E
C D
S E
G
P
IN
D R
A
G E
C D
T R
S
A N
S I F
W
IL
L
IA
M F
O R
T U
N Y P .E
:1
W
N -1
-R -0
NEEDED TO INSTALL PLATES AND SEALS SHOWN ON STRUCTURAL DRAWING S-004.
CONDUITS, CONDUCTORS, AND CONNECTION FITTINGS AS REQUIRED. RELOCATE AS
LEVELED AND IN A SIMILAR MANNER AS PREVIOUSLY INSTALLED WITH ADDITIONAL
OF EXISTING EQUIPMENT. ALL ELECTRICAL EQUIPMENT SHALL BE REINSTALLED,
CONDUITS, CONDUCTORS, AND JUNCTION BOXES AS REQUIRED FOR RELOCATION
JOINT REPAIR PLATES AND SEALS. CONTRACTOR SHALL PROVIDE ADDITIONAL
RELOCATED TO FACILITATE AND NOT INTERFERE WITH INSTALLATION OF MONOLITH
CORPORATION LED LIGHT FIXTURES, AND MOUNTING ASSEMBLIES SHALL BE
1. EXISTING 1" DIAMETER ELECTRICAL CONDUIT AND #12 CONDUCTORS, DIALIGHT
/0
/2
A D
V E
R T
IS
E
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/5 /2
BORDER VERSION UPDATE [08-2013]
E-501SHEET NAME:g2ecdpwi Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 11/5/2018 2:03:37 PM
U D
G E P
U M
P
L
IG
H T S -S
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T H
T A
IL
R A
C E D
E C
K
O U
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T L E
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A N
N U
N C
IA
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O .1
S S A
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C
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P
D R
A
IN
A G
E P
U M
P N
O .1
D R
A
IN
A G
E P
U M
P N
O
U
-4
IT
C
O N
D
IT
IO
N E
R
E F F
L U
E N
T P
U M
P N
O
O U
T L E
M
P R
E S
S O
R N
O
G O
V E
R N
O R A
IR
C Q
O -s
,2
C Q
O -q
,1
C Q
O -c
,1
C Q
O -s
,2
C Q
O -s
,1
C Q
O -q
,1
C Q
O -c
-C
Q O
,1
20KW
C
Q O
-q
,1
C
Q O
-q
.1 ,1
S
P -u
-C
Q O
,1
C Q
O -q
,1
C
Q O
-c
,1
(2 -s p
C Q
O -q
/0
75HP 150
C
Q O
-c
,1
C
Q O
-c
,1
/0
C Q
O -q
,3
/0
C Q
O -q
,3
C
Q O
-q
C Q
O -c
-C
Y O
,1
C Q
O -q
,1
C
Q O
-c
-E
F
C
Q O
-q
,1
C Q
O -q
,1
111 20HP
50502020
1UC4
2 52525
Bus2
S Q
O -q
-C
Q O
,4
S Q
O -q
-C
Q O
,4
M C
M
M C
M
Bus1
20205050
1TL2
BU
HY
1EP2
1EP1
EP
1HY
PS
PS
PS
PS
1DP1
1DP2
DP
Bu
1IL1
70 20
50 50 50
50 70 50 50 50
NON-AUTO
400 AMP FRAME
S Q
O -q
-C
O O
M
C M
S Q
O -q
-C
Q O
M
C M
C Q
O -c
-F
C Q
C Q
O -c
-C
Q O
1AA2
5W
PS
4A
4B
T38
1RF
1RF
7KW
C Q
O -q
C Q
O -c
C Q
O -q
15920 60
IN
T
A K
E D
E C
K L
IG
H T S -N
O R
T H
P A
S S
E N
G E
R E
L E
V A
T O
R N
O .2
O U
T L E
T S
O U
T L E
T S
G O
V E
R N
O R A
IR
C O
M P
R E
S S
O R N
O .2
IN
T
A K
E C
R A
N E H
E A
T E
R S
T R
A S
H R
A C
K C
R A
N E
O U
T L E
T S
O U
T L E
T S
A C
B C
O M
P R
E S
S O
R S
E T N
O .2
R E
C
IR
C U
L A
T
IN
G F
A N R
F -4
E L
B
A Y
C
Q O
-c
C
Q O
-s
C
Q O
-q
C
Q O
-q
C
Q O
-q
C
Q O
-q
C
Q O
-q
C
Q O
-q
C
Q O
-q
C
Q O
-q
C
Q O
-q
CQO2
CQO6
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/5 /2
BORDER VERSION UPDATE [08-2013]
E-601SHEET NAME:g2ecdpwi Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 11/5/2018 2:04:59 PM
NOTES
REFERENCE
ONE LINE DIAGRAM CQO3, CQO5, CQO6 & CQO11JDP-1.1-6-1D21/3
ONE LINE DIAGRAM CQO1, CQO2, CQO4 & CQO9JDP-1.1-6-1D21/2
C
Q O
-q
,1
30KVA
SEE NOTE 3
SEE NOTE 2
15KVA
C Q
O -q
L
IG
H T
IN
G T
R A
N S
F O
R M
E R
T R
O
L
IG
H T
IN
G T
R A
N S
F O
R M
E R
T R
O
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
IL
L
IA
M F
O R
T U
N Y P .E
A N
S I F
J D
P .1
E -6
X X
X .d g n
G E
C D
T R
S
P
IN
D R
A
G E
C D
S
E
C T
R
IC
A L
E-601
N O
L
IT
H D
R A
IN
A G
E R
E P
A
IR
P O
W E
R H
O U
E -L
IN
E D
IA
G R
A M
GALLERY LIGHTS BAY 1 THROUGH 10.
LIGHTING PANELBOARD (NOT SHOWN) ARE ASSOCIATED WITH THE INTAKE DRAINAGE
3. CQO2 70 AMP BREAKER, TRO1 30KVA LIGHTING TRANSFORMER, AND CRO1
GALLERY LIGHTS BAY 11 THROUGH 20.
LIGHTING PANELBOARD (NOT SHOWN) ARE ASSOCIATED WITH THE INTAKE DRAINAGE
2. CQO6 30 AMP BREAKER, TRO10 15KVA LIGHTING TRANSFORMER, AND CRO10
GALLERY, BAY 1 THROUGH 20.
POWER DISTRIBUTION FOR THE LIGHTING SYSTEM IN THE INTAKE DRAINAGE
1. THIS DRAWING IS FOR GENERAL INFORMATION ONLY AND INDICATES THE
W
N -1
-R -0
/0
/2
A D
V E
R T
INTAKE DECK
BAY 11 THRU 20
480V
68KW
PIER NOSE
BAY 11 THRU 20
INTAKE SERVICE GALLERY
BAY 11 THRU 20
CR12
ROOF
CKT BKR GALLERY
CONTROL CABLE GALLERY
(CR32, CR52, ETC)CR22
CKT BKR GALLERY
CONTROL CABLE GALLERY
(CR42, CR62, ETC)
SU2 (SU4, SU6, ETC)CR21
TR21
30KVA
(TR41, TR61, ETC)
(CR41, CR61, ETC)
TURBINE FLOOR
EQUIPMENT GALLERY
STORAGE GALLERY
PIPE GALLERY
FCQ2CRA5CRA7FCQ3
TRA7
9KVA
TRA5
9KVA
BAY 10BAY 14BAY 20
FISHWAY
GALLERY
FISHWAY
GALLERY
CRA3
TRA3
9KVA
BAY 8
FISHWAY
GALLERY
CRA1
TRA1
9KVA
BAY 2
FISHWAY
GALLERY
TO FCQ1
CRA6
TRA6
9KVA
BAY 17
FISHWAY
GALLERY
CRA4
TRA4
9KVA
BAY 11
FISHWAY
GALLERY
INTAKE DECK
BAY 10 THRU 20
480V
20.3KW
SU1 (SU3, SU5, ETC)CR11
TR11
30KVA
(TR31, TR51, ETC)
(CR31, CR51, ETC)
TURBINE FLOOR
EQUIPMENT GALLERY
STORAGE GALLERY
PIPE GALLERY
DRAFT TUBE GALLERY
CRA2
TRA2
9KVA
BAY 5
FISHWAY
GALLERY
TO FCQ1
CRO2
BATTERY RM
CHARGER RM
STATION SERVICE &
TRO2
30KVA
ASSEMBLY BAY EL 168.5
LUNCH RM
TAILRACE DECK
ASSEMBLY BAY THRU BAY 9
480V
20.3KW
MAIN UNIT BAY-EVEN NO. MAIN UNIT BAY-ODD NO. STATION SERVICE BAY
ASSEMBLY BAY
TR12
15KVA
(TR32, TR52, ETC)
HIGH BAY 480V
TR22
15KVA
(TR42, TR62, ETC)
HIGH BAY 480V
13.2KW
CQO5CRO7 TC
INTAKE SERVICE GALLERY
BAY 1 THRU BAY 10
TO CQO6 AND
FCQ2 VIA CQO6
TO CQO2
TELEPHONE RM
INST RM
CQO3
CRO5
CABLE SPREADING RM
GATE STORAGE PIT
GATE REPAIR PIT
TRO5
30KVA
HIGH BAY 480V
9.7KW
HIGH BAY 480V
12.9KW
FCQ1
CRA0
ASSY BAY EL 132
STA SERVICE BAY FISHWAY GALLERY
SOUTH SHORE
TRA0
15KVA
TO TRA1
TO TRA2
CRO4
TRO4
15KVA
CQO4
MAINT SHOP
TOOL RM
CRO11
TRO11
15KVA
CRO11
ELECTRIC SHOP
CRO3
HALLWAY
TRANS RM
FIRST AID RM
TRO3
30KVA
16.5KV
45KVA
ER ROOM
MECH BREAK ROOM
CAL LAB
CRO6.2
TRO6.2
#7 HEAT PUMP
CRO6
CONTROL RM
CONFERENCE RM
ELEC EQUIPMENT RM
FAN & PRECIPITATOR RM
TRO6
30KVA
CRO9
TRO9
30KVA
VISITORS' AREA
CRO8
TRO8
45KVA
OFFICES EL. 265
TRO7
30KVA
INTAKE DECK
ASSEMBLY BAY THRU BAY 10
PIER NOSE
INTAKE SERVICE GALLERY
STA SERV & ASSY BAY
480V
7.7KW
TO CRO8.1
BAY 1 THRU 10
ASSY BAY EL 168.5
VENT EQUIP RM
DRAWING PLOT SIZE: ANSI F
D
C
A
B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
1 2 3 4 5 6
E
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E A
P P
R of Engineers
US Army Corps
/5 /2
BORDER VERSION UPDATE [08-2013]
E-602SHEET NAME:g2ecdpwi Untitled WorkspaceBY USERNAME:DATE AND TIME PLOTTED: 11/5/2018 2:06:13 PM
J O
H N D
A Y L
O C
K A
N D D
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
R T
L A
N D
O R
E G
O N
P O
R T
L A
N D D
IS
T R
IC
E
C D
T
N O
L
IT
H D
R A
IN
A G
E R
E P
A
IR
P O
W E
R H
O U
NOTES
REFERENCE
CQO6
BAY 10
CRO10
BAY 11
INTAKE DRAINAGE GALLERY
BAY 11 THRU 20
TRO10
15KVA
CQO2
TRO1
30KVA
CRO1
INTAKE DRAINAGE GALLERY
BAY 1 THRU 10
ASSY BAY EL 130 & EL 154
AIR COMPR RM
OIL STORAGE RM
OIL PURIFICATION RM
JDP-1.1-6-2A21/1 LIGHTING SYSTEM RISER DIAGRAM
E-602
E L E
C T
R
IC
A L
L
IG
H T
IN
G B
L O
C K D
IA
G R
A M
P
IN
D R
A
A N
S I F
:1
J D
P .1
E -6
X X
X .d g n
G E
C D
S E
G
W
IL
L
IA
M F
O R
T U
N Y P .E
GALLERY LIGHTS BAY 11 THROUGH 20.
LIGHTING PANELBOARD IS ASSOCIATED WITH THE INTAKE DRAINAGE
4. CQO6 BREAKER, TRO10 15KVA LIGHTING TRANSFORMER, AND CRO10
GALLERY LIGHTS BAY 1 THROUGH 10.
LIGHTING PANELBOARD IS ASSOCIATED WITH THE INTAKE DRAINAGE
3. CQO2 BREAKER, TRO1 30KVA LIGHTING TRANSFORMER, AND CRO1
AND WALL MOUNTED NEAR THE LIGHTING PANELBOARDS.
2. ALL TRANSFORMERS ARE THREE PHASE 480-208Y/120 VOLTS DRY TYPE
LIGHTING DISTRIBUTION SYSTEM FOR THE COMPLETE 20 MAIN UNIT POWERHOUSE.
1. THIS DRAWING IS FOR GENERAL INFORMATION ONLY AND INDICATES THE
W
N -1
-R -0
/0
/2
A D
V E
R T
| JDP1.127_G-001CSD-COVER SHEET ANSI-D-000 |
| JDP1.127_G-001XXX-G-001-000 |
| JDP1.127_G-002XXX-Sheet Name-000 |
| JDP1.127_G-003XXX.dgn-Sheet Name-000 |
| JDP1.127_G-004XXX-S-201-000 |
| JDP1.127_S-001XXX-S-001-000 |
| JDP1.127_S-002XXX-Sheet Name-000 |
| JDP1.127_S-003XXX-S-003-000 |
| JDP1.127_S-004XXX-S-004-000 |
| JDP1.127_S-005XXX-ANSI-D-000 |
| ADVERTISE_SET_ELECTRICAL_JD_MonolithDrainageRepair |
| JDP1.127_E-001XXX |
| JDP1.127_E-101XXX |
| JDP1.127_E-501XXX |
| JDP1.127_E-601XXX |
| JDP1.127_E-602XXX |
File details come from the government source that posted it.