Bonneville_B2_oil_water_separator_Drawings.pdf
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- Bonneville Powerhouse 2 Oil-Water Seperators
- Solicitation number
- W9127N18R0007
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Plans & Drawings
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| BDP-1-3-7_28.pdf | ||
| HVAC_Photo_1.pdf | ||
| HVAC_Photo_2.pdf | ||
| HVAC_Photo_3.pdf | ||
| Site_Visit_Attendee_List.pdf | ||
| A.07.20_Site_Visit_PowerPoint.pptx | PPTX presentation | |
| Bonneville_OWS_Additional_Drawings.pdf | ||
| A.07.23_Solicitation_&_Specs_W9127N18R0007.pdf |
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Text version
SF401
THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME
GENERAL NOTES:
MECHANICAL GENERAL NOTES:
B R
IA
N B
E L L P .E
/2
/2
U .S
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
T
PORTLAND DISTRICT
A N
S I
D B
D P -1 .1
G -0
X X
X .d g n
G E
C D J R
L
A L
A N M S
T O
K K
E P .E
G
C E
D S
C S
D L
E G
E N
D
D R
A W
IN
G I
N D
E X
G E
N E
R A
L N
O T
E S
G-002
:1
O
IL
-W
A T
E R S
E P
A R
A T
O R
S E
C O
N D P
O W
E R
H O
U S
E W
N
R
B
N N
E V
IL
L E L
O C
K A
N D D
A M
A D
V E
R T
IS
E
UNDERSCORE SYMBOL, "_"
(ASSIGNED BY CADD MANAGEMENT)
SERIES CODE
(P = POWERHOUSE)
MAJOR PROJECT FEATURE
(BD = BONNEVILLE)
PROJECT CODE
BDP1.125_G-102XXX.DGN
DISCIPLINE
AREA FEATURE (SEE NOTES 5)
SHEET TYPE
SEQUENCE NUMBER (00 THRU 99)
USE "X" FOR UNUSED SPACES)
USER DEFINED(3 CHARACTERS ONLY;
FILE EXTENSION
= LENGTHLTH
= LEFTLT
= LONGLG.
= LINEAR FEETLF.
= ANGLEL
= KIPS PER SQUARE INCHKSI
= JOINTJT.
=JUVENILE FISH RETURNJFR
= INDEPENDENT WIRE ROPE COREIWRC
= ISOLATION JOINTISO JT
= INSIDEIS
= INFORMATIONINFO
= INCH, INCHESIN.
= INSIDE LAYERI.L.
= INSIDE FACEIF
= INVERT ELEVATIONI.E.
= INSIDE DIAMETERID
= HORIZONTALHOR.
= HOLLOW METALH.M.
= HEAVY DUTYH.D.
= HORIZONTALH
= GATE VALVEGV
= GALVANIZEDGALV.
= GRANULAR ACTIVATED CARBONGAC
= GAUGEGA.
= FACILITY WATER SUPPLYFWS
= FLAT WASHERF.W.
= FOOT, FEETFT.
= FLANGEFLG
= FLAT HEADF.H.
= FINISH GRADEFG
= FAR FACEF.F.
= FLOOR DRAINF.D.
= FLAT BARF.B.
= EXISTINGEXIST.
= EACH WAYE.W.
= EXAMINATIONEXAM.
= EACH WAYE.W.
= EQUALLY SPACEDEQ.SP.
= EXPANSION JOINTE.J.
= ELEVATIONELEV
= EACH LAYERE.L.
= EACH FACEEF
= EACHEA.
= DOWELSDWL'S
= DRAWINGDWG
= DOWNSTREAMD/S
= DUCTILE IRON PIPEDIP
= DUCTILE IRONDI
= DIAMETERDIA.
= DRILL & GROUTD&G
= DETAILDET.
= COPPERCU
= COUNTERSINKCSK
= CORNER SUPPORT PIECECSP
= CORROSION RESISTING STEELCRES
= COMPLETE PENETRATIONCP
= CORRUGATED METAL PIPEC.M.P.
= CONTRACTION JOINTCONT. JT.
= CONTINUOUSCONT
= CONNECTIONCONN
= CONCRETECONC.
= CLEARCLR
= CHLORINECL2
= CENTERLINEC/L
= COMPLETE JOINT PENETRATIONCJP
= CONSTRUCTION JOINTC.J.
= CAST IRONCI
= CUBIC FEETCF
= CONTRACTION JOINT/EXPANSION JOINTC/E JT
= CENTER TO CENTERC TO C
= CHANNELC
= BACK TO BACKB TO B
= BEARINGBRG
= BUILDINGBLDG.
= BOTTOM LAYERB.L.
= BACK GOUGEBG
= BOTTOM FACEB.F.
= BOLT CENTERSB.C.
= ATTRACTION WATER SUPPLYAWS
= AIR RELEASE VALVEARV
= ARCHITECTURALARCH.
= APPROXIMATEAPPROX.
= ASPHALT CONCRETEAC
= ANCHOR BOLTA.B.
= ANCHORANCH.
= WELDED WIRE FABRIC WWF
= WALL CONSTRUCTION JOINTWCJ
= WATERSTOPW.S.
= WORK POINTW.P.
= WELD PLATEWP
= WATERLINEWL
= WITHW/
= VERTICALVERT.
=VERTICAL CURVEVC
= VERTICAL BARRIER SCREENVBS
= VERTICALV
= UPSTREAMU/S
= UNLESS NOTED OTHERWISEU.N.O.
= UNLESS NOTED OTHERWISEUNO
= TYPICALTYP.
= TUBULAR STEELT.S.
= TOP OF WALLTOW
= TOP OF SLABTOS
= TOP OF FOOTINGTOF
= TOP OF CONCRETETOC
= 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.
= SQUARESQ
=SHOULDERSHLDR
= SQUARE FOOTS.F.
= STEELSTL.
= STIRRUPSTIR.
= STANDARDSTD
= STAGGER SPLICESTAG. SPL.
= SIMILARSIM
= SHEETSHT
= SCHEDULESCH
=RIGHTRT
= ROUGH OPENINGR.O.
= REQUIREDREQ'D
= REINFORCEMENTREINF.
= REFERENCEREF
= ROUND HEADR.H.
= RADIUSRAD.
=POINT OF VERTICAL INTERSECTIONPVI
= POLYVINYL CHLORIDEPVC
= POLYTETRAFLOURIDETHYLENE (TEFLON)PTFE
= POINTPT.
=POINT OF TANGENCY (CIVIL SHEETS)PT
=POST SORT POOL DRAINPSPD
= POUNDS PER SQUARE INCHPSI
= POUNDS PER SQUARE FOOTPSF
= PREVIOUSLY FABRICATEDPRE-FAB
= POUNDS PER LINEAR FOOTPLF
= PLATEPL
= PERFORATEDPERF.
= POUNDS PER CUBIC FOOTPCF
=POINT OF CURVATUREPC
= OUT TO OUTO TO O
= OUTSIDE STEM AND YOKE (VALVES)OSAY
= 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.
= MECHANICALLY STABLILIZED EARTHMSE
= MARKMK
= MECHANICALMECH.
= MACHINE BOLTM.B.
= MINIMUMMIN.
= MAXIMUMMAX.
= LOW POINTL.P.
= LONGITUDINALLONG.
SYMBOL
IDENTIFICATION
SECTION
SYMBOL
IDENTIFICATION
DETAIL
XX
X-4XX
X-4XX
XX
DETAIL
2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
4. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
3. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:
(SEE LEGEND NOTE 5)
TYPE DESIGNATOR (0 THRU 9)AREA FEATURE
SEQUENCE NUMBER (00 THRU 99)DISCIPLINE
TRANSFORMER OWS MODIFICATIONSDENOTES T
HEAD COVER OWS MODIFICATIONSDENOTES S
AIR & WATER PIPINGDENOTES P
OWS PRE-ENGINEERED BUILDING DENOTESH
OWS HOIST MONORAILDENOTESG
ICE & TRASH CHUTE MODIFICATIONDENOTESF
ICE & TRASH CHUTE ACCESSDENOTESE
DEMODENOTESD
GENERAL FEATURESDENOTES-
5. AREA FEATURE DESIGNATOR FOR ALL SHEETS SHALL BE AS SHOWN BELOW:
LEGEND:
FOR INFORMATION ONLY:
9. GROUT IN AROUND PIPING PENETRATIONS AND PROVIDE APPROVED WATERSTOP. SEE STRUCTURAL NOTES ON S-001.
INDEX OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM E84.
INSULATION MATERIALS USED MUST HAVE A MAXIMUM FLAME SPREAD INDEX OF 25 AND A MAXIMUM SMOKE DEVELOPED
ACCORDANCE WITH ASTM E96/E96M, USING THE WATER TRANSMISSION RATE TEST METHOD; HEAVY DUTY. ALL
STANDARD GRADE, OR GREATER THAN 8 PLY (MINIMUM 2.9 MILS ADHESIVE); WITH 0.0000 PERMEABILITY WHEN TESTED IN
INSULATION WITH AN APPROVED VAPOR BARRIER, WHICH MUST BE LAMINATED SELF-ADHESIVE, GREATER THAN 3 PLIES
OR MINIMUM 0.030 INCH THICK PVC JACKETS UTILIZING TYPE 304 STAINLESS STEEL SECURING BANDS. INSTALL
INSULATION PER ASTM C552 AND ASTM C585. COVER THE INSULATION WITH MINIMUM 0.016 INCH THICK ALUMINUM
INDICATED ON THE CONTRACT DRAWINGS, MUST BE INSULATED WITH 1/2" THICK CELLULAR GLASS THERMAL
8. ALL MECHANICAL PIPING CONTAINING WATER (OWS SUPPLY, WATER SUPPLY, HEAD COVER PUMP DISCHARGE), AND AS
SUPPLIED.
ADJUSTMENTS MAY BE REQUIRED DEPENDING ON EQUIPMENT
7. VARIOUS DIMENSIONS SHOWN ARE BASED ON SPECIFIED EQUIPMENT.
ANGULAR, UNLESS OTHERWISE SHOWN.
6. DIMENSIONAL TOLERANCES SHALL BE ±1/32" LINEAR AND 0.5°
APPROVED ANTI-GALLING COMPOUND.
OR 300 SERIES STAINLESS STEEL AND INSTALLED USING AN
5. UNLESS OTHERWISE NOTED, MECHANICAL FASTENERS SHALL BE 18-8
4. 125 MICROINCH SURFACE TEXTURE ON ALL MACHINED SURFACES.
REQUIREMENTS OF AWS D1.1; PIPING IN ACCORDANCE WITH ASME B31.1.
3. WELDING OF STEEL SHALL BE PERFORMED IN ACCORDANCE WITH THE
2. BREAK ALL CORNERS AND EDGES.
1. MECHANICAL NOTES APPLY TO ALL MECHANICAL SHEETS.
DRAWINGS:
5. SEE SHEET E-001 FOR ELECTRICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
4. SEE THIS SHEET FOR MECHANICAL GENERAL NOTES.
3. SEE SHEET S-001FOR STRUCTURAL GENERAL NOTES.
2. SEE THIS SHEET FOR DRAWING INDEX.
1. SEE SHEET G-003 FOR OVERALL PROJECT SITE PLAN AND VICINITY MAP
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, SECTION*
*APPEARS
WHICH SECTION
SHEET NUMBER ON
*WAS TAKEN
WHERE SECTION
SHEET NUMBER
APPEARS
WHICH DETAIL
SHEET NUMBER ON
SHEET AS IT WAS TAKEN
APPEARS ON THE SAME
WHEN BLANK, DETAIL*
*WAS TAKEN
WHERE DETAIL
SHEET NUMBER
X-4XX
X-4XX
XX SECTION
XX
S O
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IDENTIFICATION
SHEET
D A
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P R
D R
A W
IN
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U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
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B
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BORDER VERSION UPDATE [08-2013]
G-002SHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 12:18:45 PM
D R
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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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54321
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BORDER VERSION UPDATE [08-2013]
G-003SHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 12:22:23 PM
D R
A W
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INTERSTATE
INTERSTATE
INTERSTATE
W I L
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REV
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COLUMBIA RIVER
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0 10 20 30 40 50
LONGVIEW
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WASHINGTON
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THE DALLES
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LOCATION
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TRASH SLUICEWAY
ABANDONED ICE AND
LOCATION
EXISTING OWS
LAYDOWN AREA
CONTRACTOR
LOCATION
PROJECT WORK
0500' 500'
DISTRICT BOUNDARY MAP
LOCAL VICINITY MAP
PROJECT PHOTO
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SCALE: 1" = 500'
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
G-004
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DRAWING PLOT SIZE: ANSI D
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SCALE:
POWERHOUSE B2
PARTIAL ISOMETRIC VIEW
NTS
MAIN UNIT BAY
ABANDONED ICE AND TRASH CHUTE
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NEW ICE AND TRASH CHUTE
B-VALVE GALLERY ACCESS
CRANE ACCESS AREA
LIMITED DECK CAPACITY
SUBMIT CRANE PLAN FOR APPROVAL
SEE FOR INFORMATION ONLY DRAWINGS
TAILRACE
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IDENTIFICATION
SHEET
D A
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D R
A W
IN
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B E
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US Army Corps
P L
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BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 10:55:44 AM
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S-001
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S E
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PROVIDE WATERSTOPS AT ALL PIPE PENETRATIONS THROUGH CONCRETE AS SPECIFIED IN 03 15 14.00 25.3.8
CURE CONCRETE IN ACCORDANCE WITH SPECIFICATION 03 31 01.00 25.3.7
A FRACTURED AGGREGATE PROFILE OF 1/4" PROVIDED.
WHERE NEW CONCRETE IS PLACED AGAINST EXISTING OR HARDENED CONCRETE, SURFACE SHALL BE CLEANED AND 3.6
FINISH THE CONCRETE AS PER SPECIFICATION 03 31 01.00 25.3.5
AGGREGATES SHALL MEET THE QUALITY AND GRADING REQUIREMENTS AS SPECIFIED IN SPECIFICATION 03 31 01.00 25.3.4
MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 4500psi.3.3
CONCRETE COVER SHALL BE A MINIMUM OF 4", UNO.3.2
REFERENCE SPECIFICATION 03 31 01.00 25 FOR CAST-IN-PLACE CONCRETE INFORMATION.3.1
CONCRETE3.
REFER TO SPECIFICATION 09 97 02.00 25 FOR PAINTING STEEL FABRICATIONS.2.10
PROFILES WILL MEET THE REQUIRMENTS OF AWS D1.1 2015, SUB CLAUSE 5.24. NO SHARP EDGES ARE ALLOWED.
WELDS WILL BE CLEANED IAW AWS D1.1 2015, SUB CLAUSE 5.3 EXCEPT THAT NO WELD SPATTER SHALL REMAIN. WELD 2.9
REFERENCE SPECIFICATION 05 05 23.16 25 FOR REQUIREMENTS FOR WELD INSPECTION.2.8
" RADIUS UNO.16
ALL EDGES SHALL BE BROKE TO A 2.7
FIELD WELDING SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY THE ENGINEER OF RECORD.2.6
ON THE PART IN QUESTION, WHICHEVER IS LARGER.
DESIGNATED WELD TYPE AND SIZE SHALL BE WELDED TO THE AWS D1.1 MINIMUM OR THE ADJACENT FILLET WELD
TIGHTNESS AT ALL JOINTS WHETHER IT IS DESIGNATED OR NOT. EVERY ACCESSIBLE JOINT NOT HAVING A
ALL WELDS SHALL BE CONTINUOUS AND WRAP AROUND RE-ENTRANT CORNERS IN ORDER TO PROVIDE WATER2.5
WASHERS - ASTM F436, TYPE 1, GALVANIZEDC.
NUTS - ASTM A563, GRADE B, TYPE 1, GALVANIZEDb.
BOLTS - ASTM F3125, GR. A325, TYPE 1, GALVANIZEDa.
TYPE, GRADE, CLASS, STYLE AND FINISH INDICATED BELOW UNO:
ALL CARBON STEEL BOLTS, NUTS AND WASHERS USED FOR STRUCTURAL STEEL CONNECTIONS SHALL BE OF THE MATERIAL2.4
ALL OTHER STRUCTURAL SHAPES - ASTM A36d.
W- AND WT- MEMBERS - ASTM A992c.
STEEL PLATE - ASTM A572, Gr. 50b.
HSS TUBE - ASTM A500 Gr. B, Fy = 46ksia.
STRUCTURAL STEEL SHALL BE AS FOLLOWS, UNO:2.3
ALERT THE GOVERNMENT IMMEDIATELY OF ANY DISCREPANCIES.
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS, DISTANCES, AND ANGLES SHOWN PRIOR TO FABRICATION.2.2
FURTHER INFORMATION.
CERTIFICATION PROGRAM, CATEGORY BU (CERTIFIED BUILDING FABRICATOR). REFERENCE SPECIFICATIONS FOR
ALL STRUCTURAL STEEL FABRICATION SHALL BE PERFORMED BY A FABRICATOR CERTIFIED UNDER AISC QUALITY2.1
STRUCTURAL STEEL2.
PROVIDED BY THE CONTRACTOR UNO.
DESIGN THE ITEM/FEATURE AS WELL AS FURNISH IT. ITEMS LABELLED AS "BY CONTRACTOR" ARE TO BE DESIGNED AND
THE PHRASE "BY CONTRACTOR" FOUND ON VARIOUS STRUCTURAL DRAWINGS MEANS THAT THE CONTRACTOR SHALL1.6
COMPONENTS.
SUBMIT ALL PRODUCT DATA AS REQUIRED BY THE SPECIFICATIONS PRIOR TO PLACING ORDERS OR FABRICATION OF1.5
ON THE SHOP DRAWINGS.
METHOD OF CUTTING MATERIAL, CALCULATED WEIGHTS AND CALLOUT OF COMPONENTS. ALL SPLICES SHALL BE NOTED
ALLOWANCE FOR MACHINING, WELD PREPARATION, WPS TESTING REQUIREMENTS FOR NDT, WELDING PROCEDURE, INCLUDE BUT NOT LIMITED TO MATERIAL IDENTIFICATION, IDENTIFICATION OF ALL FINISHED SURFACES, MATERIAL
THE SHOP DRAWINGS SHALL HAVE THE NECESSARY DETAIL REQUIRED FOR FABRICATION AND CONSTRUCTION TO
SHALL CONFORM TO THE CURRENT A/E/C CAD STANDARD AND SHALL RESEMBLE THIS CONTRACT DRAWING LAYOUT.
A COMPLETE AND DETAILED SET OF SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. THE SHOP DRAWINGS1.4
STEEL 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
UNO, DIMENSIONS ON ALL DRAWINGS ARE FINISHED DIMENSIONS. THE CONTRACTOR SHALL PROVIDE SUFFICIENT1.3
TO MINIMIZE DELAYS IN ORDERING MATERIALS OR STARTING FABRICATION.
BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE GOVERNMENT SO THAT ALL ISSUES CAN BE RESOLVED
ALL DEFICIENCIES, INACCURACIES, OMISSIONS, AND INTERFERENCES RELATED TO THE FABRICATION SHALL 1.2
SEE SHEET G-002 FOR GENERAL NOTES, SYMBOLS, ABBREVIATIONS1.1
GENERAL1.
GENERAL STRUCTURAL NOTES:
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GALVANIZE ALL WALKWAY STEEL. ALL GRATING TO BE SERRATED OR ANTI-SKID BAR GRATING.6.3
A53, TYPE S, Gr. B (GALVANIZED).
" SCH 80 PIPE. ALL HANDRAIL MATERIAL SHALL BE ASTM 2
" SCH 40 PIPE. ALL HANDRAIL POSTS SHALL BE 12
ALL HANDRAIL IS 16.2
AS CALLED OUT IN THE SPECIFICATIONS.
385-1-1 "SAFETY AND HEALTH REQUIREMENTS MANUAL". SUBMIT ALL CALCULATIONS AND DRAWINGS FOR GOVERNMENT APPROVAL
CONTRACTOR WHERE CALLED OUT ON THE DRAWINGS AND SHALL MEET ALL REQUIREMENTS SET FORTH IN THE LATEST EM
WALKWAYS, HANDRAILS, STAIRS, LADDERS, AND ALL APPLICABLE CONNECTION DETAILS SHALL BE DESIGNED AND PROVIDED BY 6.1
WALKWAYS, HANDRAILS, STAIRS AND LADDER SYSTEMS6.
AMPLIFICATION FACTOR OF 2.5 TO THE PEAK GROUND ACCELERATION.
= 0.297g. APPLY A DYNAMIC = 0.505g, SEISMIC LOAD: SITE CLASSIFICATION C, SEISMIC DESIGN CATEGORY II, d.
WIND LOAD: CALCULATE IN ACCORDANCE WITH ASCE 7 FOR BASIC WIND SPEED OF 110 mph. MINIMUM OF 50 psf.c.
ACCORDANCE WITH ASCE 7. ALLOW FOR UNBALANCED AND DRIFT LOADS.
SNOW LOAD: MINIMUM GROUND SNOW LOAD OF 50 psf. DESIGN ROOF LOAD SHALL BE DETERMINED IN b.
LOCATIONS.
ACCORDANCE WITH ASCE 7. MINIMUM OF 20 psf. CONCENTRATED LOAD OF 300 lb. APPLIED AT THE MOST CONSERVATIVE
ROOF LIVE LOAD: UNIFORM ROOF LIVE LOAD INCLUDING MAINTENANCE TRAFFIC AND CONSTRUCTION LOADS IN a.
GEOGRAPHICAL LOCATION. DESIGN LOADS ARE AS FOLLOWS:
CONFORMING TO REQUIREMENTS OF MBMA MBSM, ASCE 7 AND THE BUILDING CODE APPLICABLE TO THE PROJECT
THE PRE-ENGINEERED METAL BUILDING SYSTEM MUST BE DESIGNED FOR DESIGN LOADS IN SPECIFICATION 13 34 19.00 25, 5.8
STRUCTURAL COMPONENTS IMPEDE ACCESS THROUGH ROOF HATCH. SEE SPECIFICATION 13 34 19.00 25 FOR MORE INFORMATION.
FOR ALL DESIGN LOADS. ACCESS HATCH SHALL BE FULLY OPERABLE FROM EXTERIOR OF THE BUILDING. ENSURE NO
4' x 4' STEEL WATERTIGHT ROOF ACCESS HATCH TO BE PROVIDED BY PRE-ENGINEERED BUILDING MANUFACTURER. ACCOUNT 5.7
ATTACHMENT SYSTEMS SHALL BE FULLY OPERATED FROM THE EXTERIOR OF THE BUILDING.
PERMANENT ROOF SECTION, REMOVABLE ROOF SECTIONS AND WALLS. ACCOUNT FOR ALL DESIGN LOADS. ALL
PRE-ENGINEERED BUILDING MANUFACTURER TO DESIGN AND PROVIDE WATERTIGHT ATTACHMENT SYSTEMS BETWEEN 5.6
SHALL NOT EXCEED 8,000 LBS.
SECTIONS HANG IN A BALANCED HORIZONTAL POSITION WHEN PICKED. THE WEIGHT OF EACH INDIVIDUAL ROOF SECTION
EACH REMOVEABLE ROOF SECTION SUCH THAT ROOF SECTIONS CAN BE PICKED BY PROJECT CRANE. ENSURE ROOF
PRE-ENGINEERED BUILDING MANUFACTURER TO DESIGN AND PROVIDE MINIMUM OF FOUR LIFTING POINTS (2 EA. SIDE) ON 5.5
COMPONENTS SHALL NOT INTERFERE WITH ACCESS THROUGH REMOVABLE ROOF SECTIONS AND 4' x 4' ROOF ACCESS HATCH.
BUILDING SYSTEM SHALL HAVE REMOVEABLE ROOF SECTIONS AS INDICATED IN DRAWINGS. LATERAL BRACING AND STRUCTURAL 5.4
BUILDING SYSTEM CONNECTION TO EXISTING AND NEW CONCRETE TO BE DESIGNED BY PRE-ENGINEERED BUILDING SUPPLIER.5.3
SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
ALL STRUCTURAL DESIGN MUST BE APPROVED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF WASHINGTON.5.2
AS REQUIRED BY THE SPECIFICATIONS.
BUILDING SYSTEMS". SUBMIT ALL SHOP DRAWINGS, PRODUCT DATA, AND STRUCTURAL CALCULATIONS FOR APPROVAL
DRAWINGS. STRUCTURE MUST MEET ALL REQUIREMENTS OF SPECIFICATION 13 34 19.00 25 "PRE-ENGINEERED METAL
ENTIRE BUILDING SYSTEM IS TO BE DESIGNED BY PRE-ENGINEERED BUILDING MANUFACTURER AS CALLED OUT IN 5.1
PRE-ENGINEERED METAL BUILDING SYSTEM5.
FRESHLY PLACED EPOXY.
REBAR DOWELS PROJECTING FROM EPOXIED HOLES SHALL BE SUPPORTED TO ENSURE BONDING BETWEEN REBAR AND4.12
FOR APPROVAL PRIOR TO PLACING ORDERS.
REBAR DOWEL EPOXY SHALL BE AS SPECIFIED IN DRAWINGS OR AN APPROVED EQUAL. SUBMIT EPOXY PRODUCT DATA 4.11
REBAR DOWELS SHALL BE OF THE SIZE AND LENGTH INDICATED IN DRAWINGS. 4.10
TO PERFORMING ANY WORK.
PROPOSED CONCRETE ANCHOR LOCATIONS SHOWING RELATIVE LOCATION OF EXISTING REBAR FOR APPROVAL PRIOR
TO DRILLING AND INSTALLING ANCHORS, THE CONTRACTOR MUST SCAN EXISTING CONCRETE FOR REBAR. SUBMIT ALL
NO REBAR IN THE EXISTING CONCRETE STRUCTURE MAY BE CUT WITHOUT THE APPROVAL OF THE ENGINEER. PRIOR4.9
PROCEDURE FOR APPROVAL PRIOR TO PERFORMING WORK.
MANUFACTURER'S INSTRUCTIONS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SUBMIT INSTALLATION
SUBMIT ANCHOR PRODUCT DATA FOR APPROVAL PRIOR TO PLACING ORDERS. ANCHORS SHALL BE INSTALLED PER
ALL CONCRETE ANCHORS SHALL BE AS INDICATED IN DRAWINGS, OR AN APPROVED EQUAL. THE CONTRACTOR SHALL4.8
BOND BETWEEN THE REINFORCING BARS AND FRESHLY PLACED CONCRETE.
ANY VERTICAL REINFORCEMENT PROJECTING ABOVE THE FORMS SHALL BE SUPPORTED TO PREVENT THE BREAKING OF4.7
ALL BARS SHALL BE SPACED AS SHOWN ON THE DRAWINGS.4.6
BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTERLINES OF THE BAR.4.5
DEVELOPMENT AND SPLICE LENGTHS SHALL BE AS DESCRIBED IN ACI 318-14, UNO.4.4
UNO, ALL HOOKS SHALL BE STANDARD HOOKS AS DEFINED BY ACI 318-14.4.3
ALL REINFORCEMENT STEEL SHALL CONFORM TO ASTM A615, Gr. 60 REQUIREMENTS.4.2
OF ACI 315, MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.
PREPARATION FOR PLACING DRAWINGS AND BAR BENDING SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION4.1
REINFORCEMENT4.
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S-901
B D
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S -9
X X
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O N
DISCHARGE PIPE
NEW OIL WATER SEPARATOR
BE MODIFIED SEE SHEET SF103
EXISTING SLUICE DRAIN TO
FISHWAY ENTRANCE
PARTIAL SECTION SHOWN
EXISTING ICE AND TRASH CHUTE
AND TRASH CHUTE
ABANDONED SECTION OF ICE
A N
S I
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G E
C D
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G E
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M D
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12"0 5' 10'
"= 1'-0"16
3SCALE:
FOR LOUVERS
38"x38" OPENING
TO REMAIN
EXIST. GUARDRAIL
EXIST. CURB
CLOSURE WALL
NEW CONCRETE END
ROOF STRUCTURE
NON-REMOVABLE HIGH HATCH
4'x4' ROOF ACCESS
SEE SHEET SH102 FOR DETAILS
REMOVABLE LOWER ROOF SECTION
5' 0 5' 10'
"= 1'-0"8
1SCALE:
TO REMAIN
EXIST. GUARDRAIL
SEE SHEET SH101
BUILDING STRUCTURE
NEW NON-REMOVEABLE
CLOSURE WALL SF102
NEW CONCRETE END
A N
D E
L E
V A
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IO
N
S T
R U
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U R
A L I S
O M
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R
IC
DISCHARGE PIPE
SEPARATOR
NEW OIL WATER
PRIOR TO FABRICATION.
FIELD VERIFY ALL EXISTING DIMENSIONS2.
GENERAL STRUCTURAL NOTES.
SEE CONTRACT DRAWINGS S-001 FOR1.
NOTE:
SEE SHEET SD001
NEW CURB TO BE PLACED
HANDRAIL DEMOLITION &
DISCHARGE PIPE
SEPARATOR
NEW OIL WATER
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END CLOSURE WALL ELEVATION
NTS
OPPOSITE ISOMETRIC VIEW
ICE AND TRASH CHUTE
SCALE: 3/16" = 1'-0"
PARTIAL ISOMETRIC VIEW 1
ICE AND TRASH CHUTE
NTS
PARTIAL ISOMETRIC VIEW 2
POWERHOUSE B2
NTS
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IDENTIFICATION
SHEET
D A
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TAILRACE WATER OR FISH LADDER.
NO DEBRIS SHALL BE ALLOWED TO FALL INTO THE
CONTAIN ALL MATERIALS PRODUCED BY DEMOLITION.2.
NOTES.
REFER TO SHEET S-001 FOR GENERAL STRUCTURAL1.
NOTES:
IC
E T
R A
S H C
H U
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BOTH SIDES.
CONCRETE. FULL HEIGHT OF WALL.
SAW CUT 2' x 2' NOTCH IN EXISTING
G E
C D
M D
H
T .E
M A
G
IL
L
EXISTING GUARDRAIL
30'-0"
16'-0"
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
SD001
B D
P -1 .1
S
D
X X
X .d g n
IN MONOLITH WALLS
2' x 2' SAW-CUT NOTCHES
SEE SHEET SF101
NEW CURB PROFILE
DEMO THIS AREA FOR
BDF-2-15 73
SEE FIO SHEET
EXISTING GUIDE SLOTS
TO DISCHARGE
PROVIDE 1% SLOPE
EXISTING CURB
EL 55
EXISTING CURB
EXISTING GUARDRAIL
2'-0"
SCALE: 6"= 1'-0"
0 1" 2" 3" 6"
OF SLAB
CURB FLUSH WITH TOP
SAW CUT AND REMOVE
DENOTE HATCH AREA TO BE DEMOLISH OR SAW CUT
SEE FIGURE FOR VIEW LOCATION
EXISTING DRAIN
NEW DRAIN HOLE
NEW DRAIN HOLE
NEW DRAIN HOLE
SLOTS SEE BDF-2-15 73
EXISTING GUIDE
S T
R U
C T
U R
A L D
E M
O L
IT
IO
N
EXISTING DRAIN
2'-0"
( 3 EVENLY SPACE.)
NEW DRAIN HOLES TYP,
(2 EVENLY SPACE.)
NEW DRAIN HOLES TYP,
(3 EVENLY SPACE.)
NEW DRAIN HOLES
(3 EVENLY SPACE.)
NEW DRAIN HOLES
2'-4"
(T Y
P
B O
T H C
U R
B S
THE CURB IS TO BE LEFT IN PLACE.
DAMAGE TO CURB IN AREAS WHERE
CHUTE OPENING. PREVENT
PERIMETER OF ICE & TRASH
TOP OF THE EXISTING CURB ALONG
REMOVE GUARDRAIL FLUSH TO THE
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END WALL CONCRETE PLAN
SCALE: 1/4" = 1'-0"
SCALE: NTS
GUARDRAIL DEMOLITION
NOTCH ISOMETRIC
ELEVATION END WALL CONCRETE
NTS
SD001
B
SCALE: 8"=1'-0"
SECTION
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EL. 55.00
EL. 29.00
EL. 41.46
EL. 48.25
EL. 34.66
T .E
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S S
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C A
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EL. 48.25
TOP OF GRATING
NEW STAIR LANDING
EL. 55.0
TOP OF GRATING
NEW STAIR LANDING
(TYP.)
BRACKET
SUPPORT
STORAGE
BULKHEAD
FISH LADDER
SEE NOTE 2,3, AND 4
SHEET SH101
CONTRACTOR SEE
BUILDING DESIGNED BY
PRE-ENGINEERED METAL
G E
C D
M D
H
3'-1" 3'-5"
WALL
END CLOSURE
CONCRETE
NEW
TO REMAIN
EXISIT. GUARDRAIL
HATCH
ROOF ACCESS
12"0 5'
"= 1'-0"4
1SCALE:
SE101
B D
P -1 .1
S
E
X X
X .d g n
GUIDE SLOT
FRAME AROUND
SECTION
EL. 55.0
(TYP.)
EXIST. GUARDRAIL
DOWNSPOUT
GUTTER AND
PRE-FINISHED METAL
TO REMAIN
EXISIT. GUARDRAIL
CURB
ADEQUATE FRAMING
BETWEEN TRUSSES. PROVIDE
ACCESS HATCH SPACE EVENLY
PROVIDE 4'x4' WATERTIGHT ROOF
TWO EQUAL REMOVEABLE LOW ROOF SECTIONSFIXED ROOF
(36"X84" MIN)
CONTRACTOR
METAL DOOR BY
PRE-FINISHED
DISCHARGE PIPE
NEW OIL WATER SEPARATOR
OF THE UPPER ROOF
PROVIDE ON BOTH SIDES
AND DOWNSPOUT.
PRE-FINISHED GUTTER
SEE NOTE 5
SEE SHEET MS106 FOR MECHANICAL PLATFORM REQUIREMENTS.5.
ADDITIONAL DESIGN CRITERIA.
"SAFETY AND HEALTH REQUIREMENTS MANUAL". SEE SHEET S-001 FOR
HANDRAIL SHALL BE DESIGNED PER THE LATEST EDITION OF EM 385-1-14.
DETAILS FOR WALKWAYS, STAIRS, HANDRAILS, AND LADDERS, AS REQUIRED.
SHALL DESIGN ALL FRAMING, SUPPORTS, GRATING AND CONNECTION
ELEVATIONS ARE SHOWN TO THE TOP OF GRATING. THE CONTRACTOR3.
ADDITIONAL DESIGN CRITERIA.
WALKWAYS, WORK PLATFORMS, LADDERS" AND SHEET S-001 FOR
THE CONTRACTOR, SEE SPECIFICATION 05 50 00.00 25 "METAL: STAIRS,
ALL ACCESS WALKWAY, STAIRS AND LADDERS TO BE PROVIDED BY 2.
REFER TO SHEET S-001 FOR GENERAL STRUCTURAL NOTES.1.
NOTES:
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SCALE: 1/4"=1'-0"
STAIRS PLAN VIEW, EL. 55.0
SCALE: 1/4"=1'-0"
FROM NEW CONCRETE END WALL
SECTION LOOKING NORTH
SCALE: NTS
ISOMETRIC VIEW
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STORAGE SLOT
EXISTING BULKHEAD
STRUCTURE
EXISTING CONCRETE
IC
E T
R A
S H C
H U
T E
E N
D C
L O
S U
R E W
A L L
DISCHARGE PIPE
NEW OIL WATER SEPARATOR
G E
C D
M D
H
T .E
M A
G
IL
L
FOR LOUVER
38"X38" OPENING
END CLOSURE WALL
NEW CONCRETE
TO REMAIN
EXIST. GUARDRAIL
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
CLOSURE WALL
NEW CONCRETE END
EXIST. GUIDE SLOT
HANDRAIL
EXISTING
4'x4' ROOF ACCESS HATCH
B D
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S
F
X X
X .d g n
SF101
12"0 5'
"= 1'-0"4
1SCALE:
CURB
STORAGE
BULKHEAD
FISH LADDER
NEW CURB
IS
O
M E
T R
IC
A
N D P
L A
N
GUTTER AND DOWNSPOUT
PRE-FINISHED METAL
ROOF SECTIONS
REMOVABLE LOWER
FIXED ROOF SECTION
2'-1"
19'-2"
D O
O R E
N T
CURB
EXISTING
REPAIR IT AS SHOWN IN SECTION 4 ON SF102.
PLACE IS DAMAGED, THE CONTRACTOR SHALL
WHERE EXISTING CURB THAT IS TO REMAIN IN4.
CURB DIMENSIONS ARE OUT-TO-OUT.3.
NEW CURB INTERFACES WITH EXISTING CURB.
PROVIDE WATERTIGHT JOINTS IN CURB WHERE2.
SEE S-001 FOR STRUCTURAL GENERAL NOTES1.
NOTE:
/2
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E G
O N
W
N
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M A
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E W D
H A
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O N P .E
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A R
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V
E R
T
IS
E
SF103
A
NEW CURB PLAN
SCALE: 3/8" = 1'-0"
ICE & TRASH CHUTE END CLOSURE WALL ISOMETRIC
SCALE: 1/4"=1'-0"
SF102
L
IC
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IO
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D E
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K
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S U
B M
IT
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D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
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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Sheet NameSHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 11:07:48 AM
D R
A W
N B
Y
C H
E C
K E
D B
R T
L A
N D D
IS
T R
IC
S I
D
G E
C D
R A
D
:1
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
12"0 5'
"= 1'-0"4
1SCALE:
IC
E T
R A
S H C
H U
T E E
N D C
L O
S U
R E W
A L L
R E
IN
F O
R C
E M
E N
T D
E T
A
IL
S
19'-0"
12" 0
"= 1'-0"2
1SCALE:
1' 2' 3' 4'
12"
SCALE: 1"= 1'-0"
6" 0 1'
EXISTING SLAB
ICE & TRASH CHUTE
EXISTING WALL
ICE AND TRASH CHUTE
EXISTING WALL
ICE AND TRASH CHUTE
EL. 55.0
EL. 29.0
EXISTING SLAB
ICE & TRASH CHUTE
EXISTING WALL
ICE AND TRASH CHUTE
2'-0"
8"
6"
CHUTE
ICE & TRASH
FIT WALL
CUT TAIL TO
90° STD BEND
90° STD BEND
#9 @ 12" O.C., E.F.
HORIZONTAL
#6 @ 12" O.C., E.F.
VERTICAL
CL
#9 @ 12" O.C., E.F.
HORIZONTAL
WALL, TYP.
CUT TAIL TO FIT
STD. 90° BEND
B A
R S
T O B
O T
T
E
G E
C D
M D
H
T .E
M A
G
IL
L
EL. 55.0
EL. 29.0
#9 @ 12" O.C., E.F.
HORIZONTAL
CL
EPOXY. SEE NOTE 2.
" MIN. AND 2
BOTH SIDES. EMBED 8
#4 DOWELS @ 12" OC VERTICALLY,
BOTH SIDES. SEE SD001
IN EXISTING CONCRETE.
SAW CUT 2' x 2' x 26' NOTCH
NOTES 5, 6.
EDGE OF WALL. SEE
FULL LENGTH, BOTTOM
OR APPROVED EQUAL.
WATERSTOP TYPE JP325T
JP SPECIALTIES RETROFIT
SEE NOTES 5, 6.
FULL HEIGHT, BOTH SIDES.
OR APPROVED EQUAL
WATERSTOP TYPE JP325T
JP SPECIALTIES RETROFIT
1'-0"
18", TYP.
#4x1'-6" @
& TRASH CHUTE
INSIDE OF ICE
SH101
WALL SEE
STEEL FRAME
EL. 55.0
1" 8" "2
SF102
B D
P -1 .1
S
F
X X
X .d g n
TYP
T Y
P
CURB SECTION
NEW CONCRETE
NOTES 5, 6.
EDGE OF WALL. SEE
FULL LENGTH, BOTTOM
OR APPROVED EQUAL.
WATERSTOP TYPE JP325T
JP SPECIALTIES RETROFIT
EL. 55.0
1-#4 TYP.
#6 @ 12" O.C., E.F.
VERTICAL
#6 @ 12" O.C., E.F.
VERTICAL
TIES @ 48" O.C. MAX
#4 TRANSVERSE WALL
TIES @ 48" O.C. MAX
#4 TRANSVERSE WALL
E.F.
#6 @ 12" O.C.
VERTICAL
E.F.
#9 @ 12" O.C.
HORIZONTAL
"4 31'-2
CL
CURB MINIMUM 12".
LONGITUDINAL BAR INTO EXISTING
CURB, DRILL AND GROUT #4
WHERE NEW CURB JOINS EXISTING
1-#4 TYP.
INTO EXISTING SLAB
DRILL & GROUT
#4x1'-6" @ 18"
4"
21" 21"
12" OC (TYP)
#6 BAR @
2'-0"
TO PIPE
CLEARANCE
" 2
WITH 1
#5 HOOP E.F.
WATERSTOP
PROVIDE
PENETRATION,
12"� PIPE
A FRACTURED AGGREGATE OF 1/4" PROVIDED.
OF THE NEW CONCRETE WALL, SURFACE SHALL BE CLEANED AND
HARDENED CONCRETE AND AT THE JOINTS BETWEEN LIFTS
WHERE NEW CONCRETE IS PLACED AGAINST EXISTING OR 7.
CONTINUITY.
NECESSARY BENDS, ANGLES AND SPLICES TO ACHIEVE
AND BOTTOM EDGES OF NEW CONCRETE WALL. PROVIDE
RETROFIT WATERSTOP MUST BE CONTINUOUS AROUND SIDE 6.
WATERSTOP.
RETROFIT SEALS. NOTCH EXISTING CONCRETE 1" TO INSET
PRESSURE WASH & EXPOSE AGGREGATE PRIOR TO INSTALLING5.
CONCRETE PRIOR TO INSTALLATION OF WATERSTOPS.
IN DETAILS. CLEAN AND ROUGHEN SURFACE OF EXISTING
OF EACH EDGE CAST AGAINST EXISTING CONCRETE AS SHOWN
INSTRUCTIONS. WATERSTOPS SHALL EXTEND FULL LENGTH
WATERSTOPS SHALL BE INSTALLED PER MANUFACTURER4.
PROVIDE MINIMUM 4" COVER IN ALL PLACES UNO.3.
INSTALL ACCORDING TO MANUFACTURER INSTRUCTIONS.
DRILLED HOLES PER MANUFACTURER RECOMMENDATIONS.
OR AN APPROVED EQUAL SYSTEM. CLEAN AND PREPARE
"� HAMMER-DRILLED HOLES 8
ANCHOR SYSTEM IN
EMBED DOWELS WITH HILTI HIT-RE 500 V3 ADHESIVE 2.
SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES.1.
NOTES:
/2
/2
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A R
M Y C
O R
P S O
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N G
IN
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R S
P O
R T
L A
N D
O R
E G
O N
W
N
R
M A
T H
E W D
H A
N S
O N P .E
O
IL
-W
A T
E R S
E P
A R
A T
V
E R
T
IS
E
SCALE: 1" = 1'-0"
DOWEL DETAIL
SCALE: 1" = 1'-0"
BOTTOM EDGE DETAIL
A
A
SCALE: 1/2" = 1'-0"
END CLOSURE WALL HORIZONTAL SECTION
B
B
SCALE: 1/4" = 1'-0"
VERTICAL SECTION
END CLOSURE WALL
SCALE: 6" = 1'-0"
CURB DETAIL ABOVE NEW CLOSURE WALL
SF101
SCALE: 6" = 1'-0"
WATERSTOP DETAIL
NEW CURB WITH RETROFIT
END WALL REBAR ELEVATION
L
IC
IT
A T
IO
N N
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F
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A M
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D E
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D B
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D E
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D A
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S
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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B
A
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Sheet NameSHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 11:08:37 AM
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BULKHEAD STORAGE
EXISTING FISHWAY
#4 BAR, TYP.
2"
WITH CONCRETE
INFILL SLUICE GATE
2 EQ. SPACES
DRILL & GROUT
EMBED 12" MIN
2" ABOVE PIPE
#4 BAR, TERMINATE
A R
M Y C
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P S O
F E
N G
IN
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P O
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L A
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O R
E G
O N
P O
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L A
N D D
IS
T R
IC
S I
D
G E
C D
R A
D
T .E
M A
G
IL
L
G E
C D
M
H
S E
C O
N D P
O W
E R
H O
U
N N
E V
IL
L E L
O C
K A
N D D
A M
ROOF STRUCTURE
LOWER REMOVABLE
3x #4 BARS, EQUALLY SPACE
DRILL & GROUT, TYP
EMBED 12" MIN.
OF 12", TYP
LAP A MINIMUM
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
"= 1'-0"4
3SCALE:
12" 6" 0 1' 2'
SF103
B D
P -1 .1
S
F
X X
X .d g n
IN
F
IL
L S
E C
T
IO
N S A
N D D
E T
A
IL
S
STRUCTURE
FIXED HIGH ROOF
5'-3"
EXISTING GUARDRAIL
ROOF ACCESS HATCH
FLOOR AT EL. 29.00
TO MATCH EXISTING
INVERT EL. OF PIPE
EXISTING CONCRETE
AS NECCESSARY
GRIND CONCRETE
LENGTH OF PIPE.
" OVER 8
5SLOPE PIPE
WITH CONCRETE
INFILL SLUICE GATE
/2
/2
W
N
R
4" MIN. CLR
M A
T H
E W D
H A
N S
O N P .E
S L
IU
C E G
A T
E D
R A
IN
ACCORDANCE WITH MANUFACTURER'S PUBLISHED APPLICATION INSTRUCTIONS.
AND AN APPROVED CONCRETE BONDING AGENT SHALL BE APPLIED IN
SHALL BE CLEANED AS NOTED IN SPECIFICATION SECTION 03 31 01.00 25
PRIOR TO PLACEMENT OF INFILL CONCRETE, THE CONTACT SURFACE 2.
1. SEE S-001 FOR GENERAL STRUCTURAL NOTES.
NOTES:
EQUAL.
RS-0723-3.S1 OR AN APPROVED
WATERSTOP. GREENSTREAK
GRIND CONCRETE AS NECESSARY.
CONCRETE ON ALL SIDES OF PIPE.
PROVIDE 1 1/2" MINIMUM FRESH
-W
A T
E R S
E P
A R
A T
O R
A D
V E
R T
IS
E
B
SF101
A
SCALE: 3/8" = 1'-0"
ELEVATION
L
C
C
SCALE: 3/4" = 1'-0"
B
SCALE: 12" = 1'-0"
SEE NOTE 9,10
TYP SPLICE
CJP
S O
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A M
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D E
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D B
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D E
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K
D A
T E
S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
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B
A
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Sheet NameSHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 11:09:43 AM
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" PL8
" PL8
" PL8
5"
"2 115"5""2
"�, TYP.8
"4
AND CHUTE LOCATION
NEW HOIST RAIL
EL. 29
RACK TYP.
OVER COALESCING PLATE
HOIST RAIL CENTERED
MONORAIL TYP.
7.5 TON HOIST
STORAGE PIT
ENTRANCE BULKHEAD
EXISTING FISHWAY
NEW STAIRWAY
"8 522'-5 7'-4"
END STOP4
L3x2x
WASHER, TYP.
WITH NUT AND
HEX HD. BOLT
" A449 GALV. 2
LOCATION.
PROVIDE AT EACH ANCHOR
IN TOP FLANGE OF HOIST RAIL.
PLATES DRILL TO MATCH HOLES
" GALV. STEEL SHIM 8
13" x 2" x
10"
POINTS
BTWN ANCHOR
10'-0" MAX SPACING
EQUAL, TYP.
ANCHORS OR APPROVED
HEAVY-DUTY UNDERCUT
HILTI HDA-P M20x250/50
SPACED AT 10" OC
TWO SETS OF ANCHORS
AT ENDS, PROVIDE
HOLE, TYP
ACCESS
1" R WELD
JOINT
CONCRETE EDGE OR
ANCHOR FROM ANY
MINIMUM DISTANCE OF
1'-6"
3"
5' 0 5' 10'
"= 1'-0"8
1SCALE:
SCALE: 3"= 1'-0"
0 3" 6" 12"
EL. 55
3'-6"
(TYP. BOTH ENDS)
10'-0" MAX SPACING BETWEEN ANCHOR POINTS
CJP
G
NOTE 9.
AS SHOWN. SEE
NOT NECESSARILY
SPLICE LOCATION
79'-0"
6'-8"
RECORD OR A DESIGNATED REPRESENTATIVE MUST WITNESS AND APPROVE ALL TESTING.
FOR OVERHEAD CRANES. THE RATED LOAD IS 7.5 TONS. THE GOVERNMENT ENGINEER OF
IN ACCORDANCE WITH LATEST VERSION OF ASME B30.2/B30.16 AND OSHA 29 CFR 1910.179
THE CONTRACTOR SHALL INSTALL AND LOAD TEST THE 7.5-TON CRANE HOIST AND RAIL 12.
THE RATED LOAD IS 7.5 TONS. CONTRACTOR TO SHOW MARKINGS IN SHOP DRAWINGS.
LATEST VERSION OF ASME B30.2/B30.16 AND OSHA 29 CFR 1910.179 FOR OVERHEAD CRANES.
PROVIDE MARKINGS FOR THE 7.5-TON CRANE HOIST AND RAIL, IN ACCORDANCE WITH THE 11.
PROPER OPERATION OF THE HOIST ALONG THE RAIL.
" OFFSET AND NO SKEW ANGLE TO ENSURE32
WEB PLATES SHALL HAVE LESS THAN
SPLICES SHALL BE GROUND FLUSH PRIOR TO PAINTING. BUTT-SPLICED FLANGE AND 10.
".32
BE KEPT LESS THAN
15FT LONG. MAXIMUM SPLICE SECTION LENGTH SHALL BE SUCH THAT DISTORTION CAN
SPLICE LOCATIONS ON SHOP DRAWINGS. SPLICED SECTIONS SHALL BE A MINIMUM OF
SPLICES NOT PERMITTED WITHIN 2' OF CONCRETE ANCHORS. CLEARLY INDICATE ALL 9.
STEEL PLATE SHALL CONFORM TO ASTM A572, GR. 50.8.
ALL WELDING SHALL CONFORM TO AWS D1.1 AND SPECIFICATION 05 05 23.16 25.7.
COAT ALL STEEL COMPONENTS WITH 21-A-Z PAINT SYSTEM.6.
INSTALL ALL ANCHORS WITH AN APPROVED THREAD-LOCKING COMPOUND.5.
THREADS EXTEND BEYOND THE NUT AFTER CUTTING.
DO NOT INTERFERE WITH OPERATION OF THE HOIST. ENSURE A MINIMUM OF TWO
AFTER INSTALLATION OF ANCHORS, CUT ENDS OF ANCHOR BOLTS SUCH THAT THEY 4.
INSTRUCTIONS.
INSTALL ANCHORS PER SPECIFICATION 03 15 00.00 25 AND PER MANUFACTURER'S 3.
APPROVAL PRIOR TO COMMENCING WORK.
REBAR. SUBMIT PROPOSED ANCHOR LOCATIONS RELATIVE TO EXISTING REBAR FOR
ANCHORS SHALL BE INSTALLED IN HAMMER-DRILLED HOLES. SCAN FOR EXISTING 2.
FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.1.
NOTES:
/2
/2
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IL
W
A T
E R S
E P
A R
A T
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
T H
E W D
H A
N S
O N P .E
A N
S I
D B
D P -1 .1
S
G
X X
X .d g n
G E
C D
R A
D
T .E
M A
G
IL
L
G E
C D
M D
H
E L E
V A
T
IO
N A
N D D
E T
A
IL
S H
O
IS
T M
O N
O R
A
IL
SG101
-W
A T
E R S
E P
A R
A T
O R
S E
C O
N D P
O W
E R
H O
U S
E W
N
R
N N
E V
IL
L E L
O C
K A
N D D
A M
A D
V E
R T
IS
E
HOIST MONORAIL ELEVATION
SCALE: 1/8" = 1'-0"
HOIST MONORAIL LOCATION PLAN
SCALE 1/8"=1'-0"
B
C
B
SCALE: 3"=1'-0"
HOIST MONORAIL SECTION
C
SCALE: 3"=1'-0"
END ELEVATION
HOIST MONORAIL
SCALE: 3"=1'-0"
HOIST MONORAIL END DETAIL
A
T R
U S
S
T R
U S
S
T R
U S
S
T R
U S
S
C R
O O
F L
SLAB EL. 55.0
EXISTING CONCRETE
NECESSARILY AS SHOWN IN DRAWINGS.
BUILDING MANUFACTURER. NOT
TO BE DETERMINED BY PRE-ENGINEERED
TRUSS LAYOUT AND CONFIGURATION
:1
T R
U S
S
CLOSURE WALL
NEW CONCRETE END
12"0 5'
"= 1'-0"4
1SCALE:
LANDING
EL. 48.25INWARD AS SHOWN
DOOR TO OPEN
PIPE
SEPARATOR DISCHRAGE
NEW OIL WATER
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
INWARD SEE PLAN A
INSTALL DOOR OPENING
PRE-ENGINEERED BY BUILDING SUPPLIER
STORAGE SLOT
EXIST. BULKHEAD
CURB
FRAMING
TRUSSES PROVIDE ADEQUATE
SPACE EVENLY BETWEEN
ROOF ACCESS HATCH
PROVIDE 4' x 4' WATER TIGHT
BUILDING SUPPLIER.
DESIGNED BY PRE-ENGINEERED
WALL INSULATED PANELS TO BE
WITH PRE-FINISHED METAL
STEEL FRAME WALL
T R
U S
S
BY BUILDING SUPPLIER
ROOF DECKING
PURLINS AS REQ'D
SIDE OF HIGH ROOF
AND DOWNSPOUT BOTH
METAL GUTTER
PREFINISHED SHEET
REMAIN
EXIST, CURB TO
TO REMAIN
EXIST. GUARDRAIL
STRUCTURE
FIXED BUILDING
BY CONTRACTOR
AND DOWNSPOUT
METAL GUTTER
PREFINISHED SHEET
END CLOSURE WALL
NEW CONCRETE
T
R U
S S
T R
U S
S
T R
U S
S
LC LOW ROOF
T R
U S
S
SEE NOTE 2
SECTION
LOWER ROOF STRUCTURE
NEW REMOVABLE
PRIOR TO FABRICATION.
CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS3.
ATTACHMENTS FOR EACH REMOVABLE ROOF SECTIONS.
CONTRACTOR TO PROVIDE AND INSTALL (4) LIFTING 2.
BUILDING SYSTEM.
REQUIREMENTS FOR PRE-ENGINEERED METAL
SEE SHEET S-001 FOR GENERAL NOTES AND1.
NOTES:
8'-8" 22'-1"
1'-0" 3'-5" 4'-5"
O U
T S
ID
E T
O O
U T S
ID
E
IN
S
ID
E -T
O -I
N S
ID
TWO EQUAL REMOVABLE ROOF SECTIONS
22'-1"
/2
/2
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
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L A
N D D
IS
T R
IC
T H
E W D
H A
N S
O N P .E
A N
S I
D B
D P -1 .1
S
H
X X
X .d g n
G E
C D
R A
D
T .E
M A
G
IL
L
G E
C D
M D
H
A N
D I S
O M
E T
R
IC
P L
A N E
L E
V A
T
IO
N S
E C
T
IO
N
P R
E -E
N G
IN
E E
R E
D B
U
IL
D
IN
G S
Y S
T E
M
SH101
-W
A T
E R S
E P
A R
A T
O R
S E
C O
N D P
O W
E R
H O
U S
E W
N
R
N N
E V
IL
L E L
O C
K A
N D D
A M
A D
V E
R T
ROOF FRAMING PLAN
PLAN VIEW EL. 55.0'
SH102
D
SH102
B
SH102
C
SH102
A SCALE: NTS
ISOMETRIC
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
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D E
S C
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A R
K
D A
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S
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S U
B M
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T E
D B
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P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
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
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Sheet NameSHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 11:11:45 AM
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IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S
IG
N E
D B
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D E
S C
R
IP
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IO
N M
A R
K
D A
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S
IZ
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S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/3
/2
BORDER VERSION UPDATE [08-2013]
Sheet NameSHEET NAME:G2ECDBJF BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 7/31/2018 11:13:10 AM
D R
A W
N B
Y
C H
E C
K E
D B
Y
EL 55.0
TOP OF SLAB
EL 55.0
TOP OF SLAB
SEE NOTE 2
SLOPE
"= 1'-0"8
3SCALE:
12" 0 2' 4' 6'
12"0 5'
"= 1'-0"4
1SCALE:
EL 55.0
TOP OF SLAB
3'-0"
STEEL ROOF PANELS
PRE- FINISHED INSULATED
BY CONTRACTOR
AND DOWNSPOUT
METAL GUTTER
PRE-ENGINEERED
DETAIL BY CONTRACTOR
OPENING. SEE S-901 FOR
PRE-FINISHED 4'x4' HATCH
SEE NOTE 2 BY CONTRACTOR
AND DOWNSPOUT
METAL GUTTER
PRE-ENGINEERED
STEEL WALL PANELS
PRE- FINISHED INSULATED
TRIM ALL SIDES
SHEET METAL
PRE- FINISHED
CURB
SLOPE
CONTRACTOR
AND FLASHING BY
PRE-FINISHED TRIM
NECCESSARY AS SHOWN
BY BUILDING SUPPLIER NOT
TRUSSES TO BE PRE-ENGINEERED
SEE NOTE 3
CONTRACTOR
CONNECTION BY
SEE NOTE 3
CONTRACTOR
CONNECTION BY
BY CONTRACTOR
STEEL WALL PANELS
PRE- FINISHED INSULATED
PRE-ENGINEERED BY BUILDING SUPPLIER
AS SHOWN
NOT NECCESSARY
CONTRACTOR
TRUSSES BY
PRE-FABRICATED
SEE SHEET S-901
OPENING
ACCESS HATCH
ACCESS ROOF
PRE-FINISHED 4'x4'
BUILDING SUPPLIER
WALL STEEL SIDING PER
PRE-FINISHED INSULATED
PRE-ENGINEERED BY BUILDING SUPPLIER
B Y B
U
IL
D
IN
G S
U P
P L
IE
R
ALL SIDES
STEEL SIDING TYP.
PRE- FINISHED INSULATED
" KICK PLATE4
BY CONTRACTOR
STEEL DOOR
PRE- FINISHED
FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION.4.
OF THE BUILDING STRUCTURE.
CONTRACTOR TO PROVIDE ATTACHMENT SYSTEM TO THE CURBS FULLY OPERABLE FROM THE EXTERIOR 3.
AND WALL. JOINTS AND ALL FLASHING MUST BE DETACHABLE FROM EXTERIOR OF BUILDING.
CONTRACTOR TO PROVIDE WATERTIGHT DETACHABLE JOINT BETWEEN REMOVEABLE ROOF SECTIONS 2.
ENGINEERED METAL BUILDING SYSTEM.
REFER TO SHEET S-001 FOR GENERAL STRUCTURAL NOTES AND GUIDELINES REGARDING PRE-1.
NOTES:
TWO REMOVEABLE SECTIONS
22'-1"
22'-1"
EL. 55.75
TOP OF CURB
FIXED SECTION
8'-8"
FIXED SECTION
8'-8"
STEEL ROOF PANELS
PRE- FINISHED INSULATED
SEE GENERAL STRUCTURAL NOTES.
REMOVABLE ROOF SECTION.
PROVIDE (4) LIFTING POINTS ON EACH
SEE SHEET M-901
FOR LOUVERS.
38"x38" OPENING
/2
/2
E L E
V A
T
IO
N D
E T
A
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P O
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L A
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O N
P O
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D B
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G S
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T E
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SH102
-W
A T
E R S
E P
A R
A T
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S E
C O
N D P
O W
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H O
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N
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N N
E V
IL
L E L
O C
K A
N D D
A M
A D
V E
R T
IS
E
SH102
A
SCALE: 3/8" = 1'-0"
ELEVATION
SH102
B
SCALE: 3/8" = 1'-0"
ELEVATION
SH102
C
SCALE: 1/2" = 1'-0"
LOWER ROOF ELEVATION
SH102
D
SCALE: 1/2" = 1'-0"
HIGH ROOF ELEVATION
C
D
1 2 3 4 5
D
ES
IG
N
ED
B
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D
AT
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D W
N B
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C
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B
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C
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N O
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PL
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SC
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PL
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SI
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FI
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AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-901
BO
N
N
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L O
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D
AM
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D P
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5_
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X.
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W G
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AR
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C
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PR
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DRAWING PLOT SIZE: ANSI D
D R
AW
IN
G N
U M
BE
R
EXISTING SLUICE
GATE AND
ACTUATOR LOCATION
NEW VALVE AND ACTUATOR SHOWN
EXISTING OIL WATER SEPARATOR
(BENEATH THE EL. 55' DECK)
FISHWAY ENTRANCE
NEW END WALL
ABANDONED SECTION OF ICE AND TRASH CHUTE
EXISTING ICE AND TRASH CHUTE
PARTIAL SECTION SHOWN
EXISTING FISHWAY
BULKHEAD STORAGE SLOT
SCALE:
ICE AND TRASH CHUTE
PARTIAL ISOMETRIC VIEW 1
NTS
SCALE:
POWERHOUSE B2
PARTIAL ISOMETRIC VIEW
NTS
SCALE:
ICE AND TRASH CHUTE
OPPOSITE ISOMETRIC VIEW
NTS
SCALE:
POWERHOUSE B2
SITE PLAN
NTS
NEW VALVE
DECK ACCESS
CORE LOCATION
NEW POWERED LOUVER
SYSTEM FOR AIR INTAKE, GREENHECK EACA-601,
OR APPROVED EQUAL 4,000 CFM, 38" by 38", PRESSURE DROP OF 0.09 (IN. WG)
COORDINATE INSTALLATION WITH BUILDING MFR.
SCALE:
ICE AND TRASH CHUTE
PARTIAL ISOMETRIC VIEW 2
NTS
NOTES:
1. SEE CONTRACT DRAWING G-002 FOR GENERAL MECHANICAL
NOTES.
NEW 22" X 22" CONCRETE CORE
FOR HVAC DUCT
EL. 55' DECK
EXISTING ICE AND TRASH CHUTE
PARTIAL SECTION SHOWN
NEW OWS DISCHARGE PIPE WITH VENT
NEW REMOVABLE ACCESS HATCH IN ROOF
C
D
1 2 3 4 5
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
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N
N O
C O
N
TR
AC
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N O
SU
BM
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B Y:
PL
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SC
AL
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PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
M-902
BO
N
N
EV
IL
LE
L O
C K
AN
D
D
AM
SE
C
O N
D P
O W
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H
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1:
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. A R
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BD
P- 1.
5_
M -9
XX
X.
D
W G
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AR
K D
ES
C
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IP
TI
O
N
AP
PR
D
AT
E
DRAWING PLOT SIZE: ANSI D
D R
AW
IN
G N
U M
BE
R
4" INSULATED METAL WALL (15' x 23') WITH 8' x 4' ACCESS DOOR
MBCI LS-36 PANEL SYSTEM
WITH INSULATION R-VALUE OF 7.69 PER INCH
INSTALL AND SEAL PIPE PENETRATIONS
PER MFR. RECOMMENDATION
NEW PIPE FOR
EXISTING DECK DRAIN
NEW BUILDING
SEPARATOR
SUBMERSIBLE PUMP
HYDROCARBON
MONITOR
STAND PIPE VENT
SEE SHEET MS103
EXISTING FISH LADDER ENTRANCE
COMPRESSED AIR RECEIVER
BREAKOUT SECTION
WATER PIPE DROP
SEE SHEET MP104
SCALE:
NEW OWS AREA
ISOMETRIC VIEW
NTS
EXISTING ICE AND TRASH CHUTE
NEW END WALL
NEW OWS DISCHARGE WITH VENT
PROVIDE MODULAR PANEL
SECTION SUCH THAT LOWER PORTION
CAN BE REPLACED IN THE FUTURE WITHOUT
ALTERING PIPE PENETRATIONS
C
D
1 2 3 4 5
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
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N
N O
C O
N
TR
AC
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N O
SU
BM
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D
B Y:
PL
O
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SC
AL
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PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MD101
BO
N
N
EV
IL
LE
L O
C K
AN
D
D
AM
SE
C
O N
D P
O W
ER
H
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-W
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BD
P- 1.
5_
M D
1X
XX
.D
W G
M
AR
K D
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C
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IP
TI
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N
AP
PR
D
AT
E
DRAWING PLOT SIZE: ANSI D
D R
AW
IN
G N
U M
BE
12" 0 2' 4' 6'
SCALE: 38"= 1'-0"
12" 0 5'
SCALE: 14"= 1'-0"
SCALE:
EL. 55' DECK AT POWERHOUSE 2
PLAN VIEW
NTS
SCALE:
EXISTING OWS AT B2
PLAN VIEW
NTS
DETAIL
SCALE:
- 3/8"=1'-0"
DETAIL
SCALE:
- 3/8"=1'-0"
DETAIL
SCALE:
- 1/4"=1'-0"
DEMO EXISTING UNDERFLOW WEIR
ONCE WEIR IS REMOVED IT
BECOMES CONTRATOR PROPERTY
PATCH AND REPAIR CONCRETE AS REQUIRED
EXISTING PIPE FOR CONFLUENCE OF TRANSFORMER DRAINS
AND TURBINE HEAD COVER PUMP DISCHARGE
1'-3 4"
BAY 16 BAY 15
REMOVE EXISTING PIPE 3" FROM WALL
PREPARE PIPE END FOR WELDING
NOTES:
1. SEE CONTRACT DRAWING G-002 FOR GENERAL MECHANICAL
NOTES.
DECK NOT SHOWN
REMOVE EXISTING PIPE ASSEMBLY
RETAIN ASSEMBLY FOR RE-INSTALLATION
CLEAN AREA
NEW 6" CONCRETE CORE
WITH COVER NEW 6" CONCRETE CORE
WITH COVER
CUT AND TRIM TUBING TO ALLOW
FOR NEW INSTALLATION
SEE SHEET MT101
C
D
1 2 3 4 5
D
ES
IG
N
ED
B
Y:
D
AT
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D W
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Y:
C
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B
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SO
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C
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PL
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AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MD102
BO
N
N
EV
IL
LE
L O
C K
AN
D
D
AM
SE
C
O N
D P
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1:
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. A R
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BD
P- 1.
5_
M D
2X
XX
.D
W G
M
AR
K D
ES
C
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IP
TI
O
N
AP
PR
D
AT
E
DRAWING PLOT SIZE: ANSI D
D R
AW
IN
G N
U M
BE
NOTES:
NOTES.
EXISTING CHUTE DRAIN
(SLIDE GATE ASSEMBLY NOT SHOWN)
DEMO SLIDE GATE, STEM SHAFT AND ACTUATOR
COMPONENTS. THEY BECOME CONTRACTOR PROPERTY.
NEW ICE AND TRASH CHUTE (PARTIAL SHOWN)
DETAIL
SCALE:
- 1/4"=1'-0"
SCALE:
ABANDONED ICE AND TRASH CHUTE
ELEVATION VIEW
1/8"=1'-0"
2'-0"
REF
2'-0"
REF
EL. 55' DECK
C
D
1 2 3 4 5
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
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C
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N
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PL
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PL
O
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AT
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SI
ZE
FI
L E N
AM
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MT101
BO
N
N
EV
IL
LE
L O
C K
AN
D
D
AM
SE
C
O N
D P
O W
ER
H
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SE
O
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-W
AT
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S
EP
AR
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AN
SF
O
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ER
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M O
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IF
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TO
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7/
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N B
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P.
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1:
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TL
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M Y
C O
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IN
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BD
P- 1.
5_
M T1
XX
X.
D
W G
M
AR
K D
ES
C
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IP
TI
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AP
PR
D
AT
E
DRAWING PLOT SIZE: ANSI D
D R
AW
IN
G N
U M
BE
12" 0 5'
SCALE: 14"= 1'-0"
0200' 200'
SCALE: 1"= 200'
6"
CONCRETE CORE
DEPTH IS 36"
'-8
R
EF
SE
E N
O
TE
6'-5"
REF
SEE NOTE 2
DETAIL
SCALE:
- 1/4"=1'-0"
DECK AT BAY 15 AND BAY 16
SCALE:
EL. 55' DECK AT BAYS 15 AND 16
1"=200' SCALE:
EXISTING OWS
PLAN VIEW
1"=200'
12" CARBON STEEL FULL PORT BALL VALVE
WITH GEAR OPERATOR AND EXTENDED
STEM WITH 1" SQUARE DRIVE SOCKET
APOLLO 88A-24H-01 OR APPROVED EQUAL.
DOWN PIPE
SEE SHEET MT102
1'-0"
4' -1
8"
2'-0"
REF
DECK CORE CENTERLINE
SEE DETAIL 1
8' -0
R
EF
DETAIL
SCALE:
- 1/4"=1'-0"
SECTION
SCALE:
A
- 1/4"=1'-0"
A
PROVIDE TRAFFIC
RATED COVER
INSTALL FLUSH WITH
TOP OF DECK
NOTES:
1. SEE CONTRACT DRAWING G-002 FOR GENERAL MECHANICAL
NOTES.
2. CONTRACTOR MUST FIELD VERIFY CORE LOCATION;
COORDINATE WITH VALVE STEM LOCATION AND REPAIR
EMBEDDED REBAR PER SPECIFICATION.
3. FIELD VERIFY ANCHOR LOCATIONS, PATTERN WITH DOWN
PIPE ADAPTER. OWS DISCHARGE ONLY. REPAIR COATING
SYSTEM PER SPECIFICATION 09 97 02.00 25.
SECTION
SCALE:
B
- 1/4"=1'-0"
4'-11"
16'-6"
REF
1'-1" PIPE HANGER LOCATION
ANCHOR TO CEILING
B
BAY SEPARATION JOINT
DETAIL
SCALE:
- 1/4"=1'-0"
EXISTING PIPE ASSEMBLY
DOWN PIPE
VALVE ADAPTER
(OUTLET SIDE)
INSTALL USING
EXISTING ANCHORS
SEE NOTE 3
REPAIR OR RECONNECT
HYDROCARBON
SENSOR PIPE
DOWN PIPE ADAPTER
(INLET SIDE)
DECK NOT SHOWN
1'-4"
REF
FIELD WELD INLET DOWN PIPE ADAPTER
PER ASME B31.1
3"
REF
16" DUCTILE IRON BUTTERFLY VALVE
WITH GEAR OPERATOR AND EXTENDED
STEM WITH 1" SQUARE DRIVE SOCKET
APOLLO LD14116SE12 OR APPROVED EQUAL.
GEAR OPERATOR
GEAR OPERATOR
C
D
1 2 3 4 5
D
ES
IG
N
ED
B
Y:
D
AT
E:
D W
N B
Y:
C
KD
B
Y:
SO
LI
C
IT
AT
IO
N
N O
C O
N
TR
AC
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N O
SU
BM
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D
B Y:
PL
O
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SC
AL
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PL
O
T D
AT
E:
SI
ZE
FI
L E N
AM
E:
US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MT102
BO
N
N
EV
IL
LE
L O
C K
AN
D
D
AM
SE
C
O N
D P
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N
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TO
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7/
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W
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N B
EL
L
P.
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1:
AN
SI
D
PO
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U .S
. A R
M Y
C O
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PS
O F
EN
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IN
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PO
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AN
D , O
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TI
SE
BD
P- 1.
5_
M T1
XX
X.
D
W G
M
AR
K D
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C
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IP
TI
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AP
PR
D
AT
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DRAWING PLOT SIZE: ANSI D
D R
AW
IN
G N
U M
BE
R
SCALE: 3"= 1'-0"
0 3" 6" 12"
R1'-6"
2'-0"
5' -6
12" STD. SCH. CARBON STEEL PIPE
PROVIDE SLIP ON 12" FLANGE
PER ASME B16.5 RATED FOR 150 PSI
MATCH BOLT PATTERN TO VALVE
TO ENSURE PIPE ORIENTATION IS VERTICAL
SCALE:
DOWN PIPE
ELEVATION VIEW
MATERIAL:
PER:
NO. REQD:
1-1/2"=1'-0"
CARBON STEEL
ASTM A572/A500
SCALE:
DOWN PIPE VALVE ADAPTER
ELEVATION VIEW
MATERIAL:
PER:
NO. REQD:
3"=1'-0"
CARBON STEEL
ASTM A572/A500
1 OWS INLET; 1 OWS OUTLET
VALVE SIDE (OUTLET) WALL SIDE SHOWN
1'-0"
BOLT PATTERN TO
MATCH VALVE FLANGE
NOTES:
1. SEE CONTRACT DRAWING G-002 FOR GENERAL MECHANICAL
NOTES.
2. CARBON STEEL MUST BE COATED USING AN APPROVED
PAINT SYSTEM. 21-A-Z OR APPROVED EQUAL.
(INLET) - PROVIDE SLIP ON 12" FLANGE PER ASME B16.5 RATED FOR 150 PSI
(OUTLET) - PROVIDE SLIP ON 16" FLANGE PER ASME B16.5 RATED FOR 150 PSI
(INLET) - PROVIDE 12" SCH. 40 PIPE
(OUTLET) - PROVIDE 16" SCH. 40 PIPE
(INLET) - OMIT FLANGE - WELD TO PIPE STUB
(OUTLET) - PROVIDE SLIP ON 16" FLANGE PER ASME
B16.5 RATED FOR 150 PSI
ROTATE FLANGE ABOUT PIPE CENTER
TO ENSURE GEAR OPERATOR STEM
IS VERTICAL. COORDINATE WITH
VALVE SIDE FLANGE TO ESURE EXISTING
DOWN PIPE ASSEMBLY IS ALSO VERTICAL
ROTATE FLANGE TO ENSURE GEAR
OPERATOR STEM IS VERTICAL WELD PER ASME B31.1
WELD PER ASME B31.1
WELD PER ASME B31.1
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US Army Corps of Engineers
PORTLAND DISTRICT
SHEET
IDENTIFICATION
MS101
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SECTION
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A
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SECTION
SCALE:
B
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A
B
MS102
MS102
MS103
MS104
SCALE:
POWERHOUSE 2
PLAN VIEW
NTS
MS105
A
MS106
MS102
MS104 5
MS104
MS108
MS108
MS108
4'
-3
R
EF
781'-55 16"
REF
94'-0"
TYP UNIT TO UNIT
REF
C
MS105
NOTES:
1. SEE CONTRACT DRAWING G-002 FOR GENERAL MECHANICAL
NOTES.
2. UNLESS OTHERWISE INDICATED PIPE IS SCH. 10 STAINLESS
STEEL, WELDED PER ASME B31.1/36.19.
3. PROVIDE INSULATION SYSTEM FOR NEW DRAIN PIPE. FINAL
POSITION MAY VARY TO AID INSTALLATION. SEE NOTE 8 ON
SHEET G-002 FOR ADDITIONAL DETAILS.
A
MS103
ROOF AND EL. 55' DECK REMOVED FOR CLARITY
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IDENTIFICATION
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