COU_OSPS_ADVERTISE_12-18-15.pdf

PDF 43 MB Posted Dec 21, 2015

Attached to: Cougar Oil Spill Prevention System
Solicitation number: W9127N-16-R-0010
Issued by: Department of the Army Corps of Engineers Engineering District Portland

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File	Type	Posted
W9127N-16-R-0010_Amend_0002.pdf	PDF	Jan 21, 2016
COU_OSPS_Roster_Sheet_06_Jan_2016.pdf	PDF	Jan 19, 2016
COU_OSPS_Pre-Bid_01_06_2016.pptx	PPTX presentation	Jan 19, 2016
W9127N-16-R-0010_Amend_0001.pdf	PDF	Jan 14, 2016
CENWP-OD-SAF-385-1__HECP__28_May_2014.pdf	PDF	Dec 21, 2015
Attachment_A_Past_Performance_Questionnaire_(PPQ).docx	DOCX document	Dec 21, 2015
W9127N-16-R-0010_RFP.pdf	PDF	Dec 21, 2015
EM_385-1-1_30_Nov_2014.pdf	PDF	Dec 21, 2015
COU_OSPS_REFERENCE_DRAWINGS_12_17_15.pdf	PDF	Dec 21, 2015
Bidder_Inquiry_Instructions.pdf	PDF	Dec 21, 2015
Attachment_B_OFFERORS_EXPERIENCE_FORM.docx	DOCX document	Dec 21, 2015

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THE FOLLOWING ABBREVIATIONS MAY BE USED ON THE DRAWINGS IN THIS VOLUME

GENERAL NOTES:

MECHANICAL GENERAL NOTES:

SF401

U .S

A R

M Y C

O R

P S O

F E

N G

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

T R

PORTLAND DISTRICT

A N

S I

G E

C D J R

A L

A N M S

T O

K K

E P .E

G-002 0 0

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U S

U G

A R D

D R

E S

E R

V O

C U

P .1

G -0

X X

X .d g n

J A

M E

S M

B O

A G P .E

C E

D J

M D

A N

D L

E G

E N

D R

A W

G I

N D

E X

G E

N E

R A

L N

O T

E S

N -1

-R -0

FLF1.101_G-102XXX.DGN

UNDERSCORE SYMBOL, "_"

(ASSIGNED BY CADD MANAGEMENT)

SERIES CODE

(F = FISH PASSAGE)

MAJOR PROJECT FEATURE

(FL = FALL CREEK)

PROJECT CODE

DISCIPLINE (SEE NOTE 7)

AREA FEATURE (SEE NOTES 8 THRU 11)

SHEET TYPE (SEE NOTE 6)

SEQUENCE NUMBER (00 THRU 99)

USE "X" FOR UNUSED SPACES)

USER DEFINED(3 CHARACTERS ONLY;

FILE EXTENSION

SYMBOL

IDENTIFICATION

SECTION

SYMBOL

IDENTIFICATION

DETAIL

X-4XX

DETAIL

2. SECTIONING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

1. DETAILING CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

5. FILE NAME CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

4. SHEET IDENTIFICATION CONVENTION SHALL BE INTERPRETED AS SHOWN BELOW:

(SEE LEGEND NOTE 6)

TYPE DESIGNATOR (0 THRU 9)AREA FEATURE

SEQUENCE NUMBER (00 THRU 99)DISCIPLINE

INTAKE TOWER DENOTESH

TRANSFORMER / EQUIPMENTDENOTESG

FILTRATION ROOMDENOTESF

UNWATERING SUMPDENOTESE

DEMODENOTESD

GENERAL FEATURESDENOTES-

6. AREA FEATURE DESIGNATOR FOR ALL SHEETS SHALL BE AS SHOWN BELOW:

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.

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.

LEGEND:

= 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.

= 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.

5.) PROJECT ELEVATION DATUM IS NAVD88.

4.) SEE SHEET E-001 FOR ELECTRICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS

3.) SEE THIS SHEET FOR MECHANICAL GENERAL NOTES.

2.) SEE THIS SHEET FOR DRAWING VOLUME 1 INDEX AND VOLUME 2 INDEX.

1.) SEE SHEETS 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

XX SECTION

S O

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

SHEET

IDENTIFICATION

US Army Corps of Engineers

54321

G E

C D

J N

S F i l e

L a s t

S a v e d

B y

MILES

0 5

15 20

COTTAGE

GROVE

APPROX. 115 MILES

TO PORTLAND, OR

FROM EUGENE, OR

BLUE RIVER

DORENA

COUGAR DAM

COUGAR

LAKE

99W

99E

JUNCTION CITY

SPRINGFIELD

FALL CREEK

DAM

LOOKOUT POINT DAM

EUGENE

DEXTER

DAM

DORENA DAM

COTTAGE

GROVE DAM

HILLS CREEK

DAM

OAKRIDGE

PROJECT

LOCATION

DISTRICT BOUNDARY MAP

LOCAL VICINITY MAP

PROJECT PHOTO

REGULATING

OUTLET CHUTE

POWERHOUSE WALL

EXISTING

INTAKE

TOWER

VIEW POINT

REGULATING

OUTLET CHANNEL

POWER TRANSMISSION

TOWER, TYP

TOP OF DAM

SPILLWAY

PROJECT

LOCATION

ACCESS ROAD

WEST ABUTMENT

VIEW POINT

SCALE: 1:200

OVERALL SITE PLAN

0200' 200'

SCALE: 1"= 200'

CONTRACTOR

PARKING/STAGING

AREA

INTAKE TOWER

WORK AREA

CONTRACTOR

PARKING/STAGING

AREA

POWERHOUSE

WORK AREA

G-003

C O U G A R

R E S E R V O I R

O I L

P I L L

R E

V E

N T

I O

Y S

T E

O V

E R

A L L

R O

J E

I T

L A

A N

I C

I N

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A P

A L

T O

K K

E C

D J N

S G

C D

J M

D W

J A

M E

O A

A N

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X X

X d w g

Xref c:\pw-work\pwnwp95\g2ecdjns\d0112612\dms_deleted.SITE1 - PLAN_hln.dwg

G E

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L a s t

S a v e d

B y

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C O U G A R

R E S E R V O I R

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P I L L

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PORTLAND DISTRICT

SHEET

IDENTIFICATION

US Army Corps of Engineers

54321

SITE PLAN - CONTAINMENT BUILDING

DISCHARGE POINT AT

EDGE OF TAILRACE

EXISTING CONCRETE DIVERSION

TUNNEL BOX CULVERT

SIDE B

SIDE C

SIDE D

SIDE A

PIPE SUPPORT PAD

EXISTING DIVERSION

TUNNEL PIPING

NOT TO SCALE

PT1 DETAIL

EXISTING

CONTAINMENT

BUILDING

DURASLOPE TRENCH

DRAIN OR EQUIVALENT

CONCRETE PLUG SLOPED

TO DRAIN IN TRENCH DRAIN

EXISTING

CONCRETE

DIVERSION

TUNNEL BOX

CULVERT

SIDE A

SIDE D

TRENCH DRAIN GRATE

T R

E N

R A

I N

G R

A T

G-101

PT1 NOTES:

1. CONCRETE PLUG SHALL BE CONSTRUCTED TO

THE SAME DEPTH AS BOTTOM ON TRENCH DRAIN

EXCAVATION.

2. PLACE NEW FELT EXPANSION JOINT ALONG

EXISTING VERTICAL SURFACE OF DIVERSION

TUNNEL BOX CULVERT.

3. PRIOR TO CONCRETE PLUG POUR, SURFACE OF

CONCRETE PLUG SHALL BE SLOPED TO DRAIN

INTO TRENCH DRAIN GRATE, AS SHOWN ON

SECTION A BELOW. HIGH POINT OF CONCRETE

PLUG SHALL BE AT PT1 AND LOW POINT WILL BE

AT BOTTOM OF TRENCH DRAIN CHANNEL.

4. SIDE D HAS 2 TRENCH DETAILS. TRENCH SECTION

SHALL CHANGE FROM TRENCH DRAIN DETAIL

SIDE D - PART 1 NEAREST TO PT1 TO TRENCH

DRAIN DETAIL SIDE D - PART 2 WHEN DISTANCE

BETWEEN EXISTING CONTAINMENT BUILDING

FLOOR SLAB AND DIVERSION TUNNEL BOX

CULVERT EXCEEDS 16 INCHES.

5. TRENCH DRAIN ALONG SIDE D MUST BEGIN A

MINIMUM OF 1 FOOT OUTSIDE OF VEHICLE

ACCESS DOOR.

JOINT

CONCRETE PLUG SECTION

NOT TO SCALE

G-101

OF CONTAINMENT BUILDING SLAB

PHOTO - WEST CORNER DURING CONSTRUCTION

PT1

GENERAL NOTES:

1. FOUNDATION DRAINS SHALL CONSIST OF DURA SLOPE

TRENCH DRAIN SYSTEM OR EQUIVALENT. BOTTOM OF

DRAIN SHALL HAVE 7% ±1% SLOPE.

2. HIGH POINT AT PT1 AND LOW POINT AT PT2 OF SITE PLAN.

3. COLLECTED WATER FROM THE FOUNDATION DRAIN

SYSTEM SHALL BE TIGHTLINED TO THE SPECIFIED

DISCHARGE POINT. THE TIGHTLINED PIPES SHALL BE

SLOPED TO DRAIN AT A MINIMUM OF 4 INCHES PER 100 FT.

LIMITED SEPARATION BETWEEN CONCRETE DIVERSION

TUNNEL AND EXISTING CONCRETE PAD FOR

CONTAINMENT BUILDING PREVENTS INSTALLATION OF

PERFORATED PIPE AT PT1. SEE DETAIL FOR PT1.

4. SEWER MANHOLE CLEANOUT SHALL BE LOCATED IN FIELD

BASED ON PROVIDING VEHICULAR ACCESS FOR VACCUUM

TRUCK.

5. CHANNELS TO BE INSTALLED WITH BLANK GRATE. GRATE

TO BE PROTECTED FROM CONCRETE POUR (COVER

HOLES WITH TAPE). GRATE DS-232 TO BE INSTALLED 3

DAYS OR MORE AFTER CONCRETE POUR.

6. SET TRENCH DRAIN IN CHANNEL SURROUNDED BY 6"

WIDTH OF CONCRETE WITH A MINIMUM OF 3,500 P.S.I.

AVOID FULL LOAD TRAFFIC FOR 28 DAYS OR UNTIL

CONCRETE HAS COMPLETELY HARDENED.

DURASLOPE TRENCH DRAIN

OR EQUIVALENT

EXISTING SOILSCONCRETE PLUG

EXISTING REINFORCED

CONCRETE

CONTAINMENT

BUILDING FLOOR SLAB

EXISTING DIVERSION

TUNNEL BOX CULVERT

TIGHTLINE

DISCHARGE PIPE

SEWER MANHOLE FOR CLEANOUT

TO BE LOCATED IN FIELD

EXISTING

POWERHOUSE

APPROXIMATE LOCATION OF

EXISTING CHAIN LINK FENCE

EXISTING DRAIN PIPING TO

CONTAINMENT BUILDING

PT1

PT2

EXISTING

CONTAINMENT

BUILDING

20' x 25'

4" PVC TEE

ENCASED IN CONCRETE

GRADE TO DRAIN TO TRENCH

SCALE: 11

2"= 1'-0"

12" 9" 6" 3" 0 1'

CONCRETE PLUG SLOPED

TO DRAIN IN TRENCH DRAIN

DURASLOPE TRENCH

DRAIN OR EQUIVALENT (TYPICAL)

EXISTING DRAIN PIPING TO DRAINAGE

AND UNWATERING SUMP

4" PVC BEND

ENCASED IN CONCRETE

GRADE TO DRAIN TO TRENCH

(TYPICAL)

90 LF - DURASLOPE TRENCH DRAIN

OR EQUIVALENT TRENCH DRAIN

SYSTEM WITH SURFACE

GRATE (TYPICAL)

6" MIN.

CONTAINMENT BUILDING

EXISTING CONCRETE

SLAB

EXISTING SOILS.

6" 6"

18"

T R

E N

I E

W I T

L O

R A

I N

MIN. TRENCH

WIDTH

2x4 WOOD MEMBER SUSPENSION METHOD.

ATTACHED TO EXISTING SLAB WITH HARDENED

NAIL. SUSPEND CHANNEL WITH

WIRE TIE FROM REBAR CLIPS.

#4 REBAR HORIZONTAL PLACE TOP

& BTM. OF CONC. POUR 3" CLR @ BTM. (TYP)

USE DURASLOPE DS-232, OR EQUIVALENT

GRADE

NEW FELT EXPANSION JOINT

FORM STAKE.

FORM STAKE

SECTION AT DURASLOPE CHANNEL,

OR EQUIVALENT

BACKFILL PER

PROJECT REQUIREMENTS

AFTER SETTING

6" MIN.

SECTION AT DURASLOPE CHANNEL,

OR EQUIVALENT

4" MIN.

EXISTING

CONTAINMENT

BUILDING CONCRETE SLAB

EXISTING SOILS.

14"-16"

T R

E N

I E

W I T

L O

R A

I N

MIN. TRENCH

WIDTH

2x4 WOOD MEMBER SUSPENSION METHOD.

ATTACHED TO EXISTING SLAB WITH HARDENED

NAIL. SUSPEND CHANNEL WITH

WIRE TIE FROM REBAR CLIPS.

#4 REBAR HORIZONTAL PLACE TOP

& BTM. OF CONC. POUR 3" CLR @ BTM. (TYP)

USE DURASLOPE DS-232, OR EQUIVALENT

NEW FELT EXPANSION JOINT

EXISTING DIVERSION

TUNNEL BOX CULVERT

4" MIN.

4"-6"

#4 REBAR ANCHOR

DRILLED INTO CONCRETE

SLAB ON 1 FT CENTERS AND

ATTACHED TO #4 REBAR

HORIZONTAL BAR

6" MIN.

SECTION AT DURASLOPE CHANNEL,

OR EQUIVALENT

6" MIN.

EXISTING SOILS.

6" 6"

18"

T R

E N

I E

W I T

L O

R A

I N

MIN. TRENCH EXCAVATION

#4 REBAR HORIZONTAL PLACE TOP

& BTM. OF CONC. POUR 3" CLR @ BTM. (TYP)

USE DURASLOPE DS-232, OR EQUIVALENT

GRADE

FORM STAKE.

FORM

STAKE

FORM STAKE

FORM BOARD

BACKFILL PER

PROJECT

REQUIREMENTS

AFTER SETTING

FORM STAKE.

6" MIN.

SECTION AT DURASLOPE CHANNEL,

OR EQUIVALENT

4" MIN.

CONTAINMENT BUILDING

EXISTING CONCRETE

SLAB

EXISTING SOILS.

4" 6"

16"

T R

E N

I E

W I T

L O

R A

I N

MIN. TRENCH

WIDTH

2x4 WOOD MEMBER SUSPENSION METHOD.

ATTACHED TO EXISTING SLAB WITH HARDENED

NAIL. SUSPEND CHANNEL WITH

WIRE TIE FROM REBAR CLIPS.

#4 REBAR HORIZONTAL PLACE TOP

& BTM. OF CONC. POUR 3" CLR @ BTM. (TYP)

USE DURASLOPE DS-232,

OR EQUIVALENT

GRADE

NEW FELT EXPANSION JOINT

FORM STAKE.

BACKFILL PER

PROJECT REQUIREMENTS

AFTER SETTING

FORM STAKE

#4 REBAR ANCHOR

DRILLED INTO CONCRETE

SLAB ON 1 FT CENTERS AND

ATTACHED TO #4 REBAR

HORIZONTAL BAR

G E

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PORTLAND DISTRICT

SHEET

IDENTIFICATION

US Army Corps of Engineers

54321

FOR SIDES A AND C

TYPICAL TRENCH DRAIN DETAIL

FOR SIDE D - PART 1

TYPICAL TRENCH DRAIN DETAIL

NOTE: WHEN

DISTANCE BETWEEN

EXISTING

CONTAINMENT

BUILDING SLAB AND

DIVERSION TUNNEL

EXCEEDS 16 INCHES,

CHANGE TO SIDE D -

PART 2

FOR SIDE B

TYPICAL TRENCH DRAIN DETAIL

FOR SIDE D - PART 2

TYPICAL TRENCH DRAIN DETAIL

1. FOUNDATION DRAINS SHALL CONSIST OF

DURA SLOPE TRENCH DRAIN SYSTEM OR

EQUIVALENT. BOTTOM OF DRAIN SHALL HAVE

7% ±1% SLOPE.

2. HIGH POINT AT PT1 AND LOW POINT AT PT2

OF SITE PLAN

3. COLLECTED WATER FROM THE FOUNDATION

DRAIN SYSTEM SHALL BE TIGHTLINED TO THE

SPECIFIED DISCHARGE POINT. THE TIGHLINED

PIPES SHALL BE SLOPED TO DRAIN AT A

MINIMUM OF 4 INCHES PER 100 FT. LIMITED

SEPARATION BETWEEN CONCRETE DIVERSION

TUNNEL AND EXISTING CONCRETE PAD FOR

CONTAINMENT BUILDING PREVENTS

INSTALLATION OF PERFORATED PIPE AT PT1.

SEE DETAIL FOR PT1.

4. SEWER MANHOLE CLEAN-OUT SHALL BE

LOCATED IN FIELD BASED ON PROVIDING

VEHICULAR ACCESS FOR VACUUM TRUCK.

5. CHANNELS TO BE INSTALLED WITH BLANK

GRATE. GRATE TO BE PROTECTED FROM

CONCRETE POUR (COVER HOLES WITH TAPE).

GRATE DS-232 TO BE INSTALLED 3 DAYS OR

MORE AFTER CONCRETE POUR.

6. SET TRENCH DRAIN IN CHANNEL

SURROUNDED BY 6" WIDTH OF CONCRETE

WITH A MINIMUM OF 3,500 PSI. AVOID FULL

LOAD TRAFFIC FOR 28 DAYS OR UNTIL

CONCRETE HAS COMPLETELY HARDENED.

GENERAL NOTES:

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 3"= 1'-0"

0 3" 6" 12"

SCALE: 3"= 1'-0"

0 3" 6" 12"

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SUMP ISOMETRIC - LOOKING WEST SUMP ISOMETRIC - LOOKING SOUTH

4'2'0' 4'2'0'

EXISTING MANHOLE

LOWER ACCESS LADDER

TYPE 'A' STEEL BULKHEAD

AT EL 1225.00

NEW SS GRATING

AT EL 1225.00

NEW SS GRATING

NEW 14'' CONCRETE WALL

PIPING THRU NEW WALL

TYPE 'C' STEEL BULKHEAD

DEFLECTOR PLATES

IN TYPE 'E' STEEL BULKHEAD

STEEL ACCESS DOOR

TYPE 'B' STEEL BULKHEAD

WITH ATTACHED PIPE FLANGE

TYPE 'G' STEEL BULKHEAD

WITH ATTACHED PIPE FLANGE

TYPE 'F' STEEL BULKHEAD

EXI

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FLOOR

EXI

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EXISTING FLOOR EL 1260.25

EXI

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AT EL 1240.00

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ACCESS PLATFORM

AT EL 1248.50

ACCESS PLATFORM

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SUMP ISOMETRIC - LOOKING NORTH SUMP ISOMETRIC - LOOKING EAST

4'2'0' 4'2'0'

EXISTING MANHOLE

LOWER ACCESS LADDER

TYPE 'A' STEEL BULKHEAD

AT EL 1225.00

NEW SS GRATING

AT EL 1225.00

NEW SS GRATING

NEW 14'' CONCRETE WALL

PIPING THRU NEW WALL

TYPE 'C' STEEL BULKHEAD

WITH ATTACHED PIPE FLANGE

TYPE 'G' STEEL BULKHEAD

WITH ATTACHED PIPE FLANGE

TYPE 'F' STEEL BULKHEAD

EXIS

TIN

FLOOR

0.2

EXIS

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ING

6.2

PIT

2.0

0SUMP

FLOOR

5.0

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AT EL 1248.50

ACCESS PLATFORM

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LOCATION PLAN: STEEL SEPARATION WALL

DAM SIDE

RIVER SIDE

P A

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APPROX N 36°-30'' W

EXISTING PIPE GUARDRAIL

FLOOR EL 1275.25

AND EQUIPMENT PRESENT NEAR THE WORK AREA.

SEE INFORMATIONAL DRAWINGS FOR DIMENSIONS

EXISTING POWERHOUSE.

FLOOR EL 1260.25

BENEATH CONCRETE FLOOR

EL 1225.0 AND EL 1256.25

SEPARATION WALL IS BETWEEN

LOCATION OF NEW STEEL

UNWATERING SUMP.

OUTLINE OF THE EXISTING

EXISTING 3 FT DIA MANHOLE

UNIT NO. 1

GENERATOR

EXISTING

UNIT NO. 2

GENERATOR

EXISTING

AT THIS LEVEL

3' CONC. WALLS, TYP.

WITHIN THE POWERHOUSE.

VARY 2FT. TO 3FT. DEPENDING ON THE LOCATION

NOTE: UPPER LEVEL CONCRETE WALL THICKNESSES

O R

W A

47'-0" NOM.

EL 1288.25

115'-0" NOM.

12"0 5' 10'

"= 1'-0"16

3SCALE:

TAIL RACE DECK EL 1260.25

STAIRWAY

EXISTING

EL 1267.25

SEE SHEET ME101

DURING CONSTRUCTION ACTIVITIES.

AND SYSTEMS NEEDING PROTECTION

CONGESTED WITH EQUIPMENT

NOTE: THIS AREA IS

INFORMATION.

SEE SHEET ME103 FOR MORE

PRESENT IN THIS SUMP.

MECHANICAL EQUIPMENT ARE

NOTE: PIPES AND OTHER

EL 1260.25

EL 1267.75EL 1275.25

CONCRETE WALL

NUMBER 2 PLATFORM

FROM FLOOR TO TOP OF UNIT

STEEL STAIRS PRESENT HERE

SG003

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GENERAL NOTES PERTAINING TO THE SEPARATION WALL DRAWINGS :

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BOLT MATL

ASTM F593 304, CW1

ASTM F593 304, CW2

ASTM F593 316, CW1

ASTM F593 3164, CW2

(INCHES)

BOLT DIA

(FT-LBS)

INSTALL TORQUE

0.625

0.75

*VALUES ASSUMING THE USE OF ANTI-SEIZE COMPOUND

BOLT TORQUING CHART

RUBBER GASKET

FABRICATION WORK.

29. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS OF THE EXISTING UNWATERING SUMP PRIOR TO

MAXIMUM FLATNESS TOLERANCE OF 0.020" ± 0.005".

ANGULAR, UNLESS OTHERWISE SHOWN. ALL STEEL SURFACES USED FOR GASKET SEALS SHALL HAVE A

28. DIMENSIONAL TOLERANCES SHALL BE ± 1/32" PER 5 FEET LINEAR AND 0.5°

GRATING PIECE SHALL BE BANDED.

THE CONTRACTOR. THE HOLES WITHIN THE GRATING PIECES AND ALSO THE PERIMETER OF EACH

AT ELEVATION 1248.5 AND THE ELEVATION 1225 GRATING AT FLOOR LEVEL SHALL BE DETERMINED BY

27. HOLES FOR THE VARIOUS PIPES AND STEMS, ETC THAT PENETRATE THE ACCESS PLATFORM GRATING

SECTION 09 97 02 FOR STEEL COATING INFORMATION.

26. ALL NON-GALVANIZED AND STAINLESS STEEL SHALL BE COATED ON ALL SIDES. SEE SPECIFICATION

MATCH DRILLING INTO THE COLUMN PIECES.

BULKHEADS. THE HOLES IN THE BULKHEAD PIECES WILL SERVE AS THE TEMPLATE FOR

COLUMNS WILL BE DONE AFTER THE PIECES ARE STACKED IN PLACE FORMING COMPLETED

25. IT IS THE INTENT THAT THE ATTACHMENT OF THE BULKHEAD PIECES TO THE VERTICAL

NAAMM PUBLICATION 531.

HAVE A MINIMUM LIVE LOAD RATING OF 500 PSF. THE GRATING MUST MEET MINIMUM STANDARDS OF

24. THE STAINLESS STEEL (SS) GRATING AND THE GALVANIZED STEEL GRATING TO BE INSTALLED SHALL

23. THE STEEL BULKHEAD SYSTEM SHALL BE ELECTRICALLY GROUNDED AS NOTED IN THE SPECIFICATIONS.

AN APPROVED EQUAL. THESE GATES SHALL BE GALVANIZED STEEL.

22. THE TWO SAFETY GATES SHALL BE MODEL LSG-21-PCY AS MANUFACTURED BY PS-DOORS OR

ELEVATION 1256.25.

21. THE MAXIMUM EXPECTED OPERATING WATER LEVEL IS NEAR THE CEILING SURFACE AT

COMMISSIONING INFORMATION.

FLOOR AND BOTH WALL SURFACES WHEN COMPLETELY INSTALLED. SEE SPECIFICATIONS FOR

20. IT IS THE INTENT THAT THIS STEEL SEPARATION WALL WILL BE WATERTIGHT ON THE CEILING, A GROUT PAD IS NOT REQUIRED ON THE CEILING.

PERIMETER OF THE STEEL WALL WHERE IT IS IN CONTACT WITH THE EXISTING CONCRETE.

19. THE HYDROPHILIC SEAL AND SLOT DETAIL SHALL BE CONTINUOUS AROUND THE ENTIRE

18. REINFORCING BAR SPACING DIMENSIONS ARE MEASURED TO THE CENTER OF BARS.

17. BAR REINFORCEMENT SHALL BE GRADE 60 DEFORMED STEEL BARS CONFORMING TO ASTM A 615-15.

OF ABOUT 1/4" BEFORE PLACING THE BONDING COMPOUND.

SUBMITTAL INFORMATION. THE SURFACE OF EXISTING CONCRETE SHALL BE ROUGHENED TO AN AMPLITUDE

SUMP IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. SEE SPECIFICATIONS FOR

CONCRETE JUST PRIOR TO THE PLACEMENT OF THE NEW CONCRETE WALL INTO THE UNWATERING

16. THE CONTRACTOR SHALL APPLY AN APPROVED LATEX BASED BONDING COMPOUND TO THE EXISTING

CODE FOR STRUCTURAL CONCRETE.

15. PLACEMENT OF CONCRETE SHALL BE IN ACCORDANCE WITH STANDARDS OF ACI 318-14

MAXIMUM SLUMP SHALL BE 4 INCHES. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

WITH AGGREGATE USING 3/4 NOMINAL SIZE WITH AIR ENTRAINMENT IN THE RANGE OF 5 TO 7 PERCENT.

FOR READY MIXED CONCRETE USING THE REQUIREMENTS OF OPTION 'A'. THE CONCRETE SHALL BE MADE

STRENGTH OF 4500 PSI. CONCRETE USED TO CONSTRUCT THE WALL SHALL MEET ASTM C 94 STANDARDS

14. ALL CONCRETE FOR THE SEPARATION WALL SHALL BASE PIECE HAVE A MINIMUM 28 DAY COMPRESSIVE

OF THE MANUFACTURER.

13. INSTALL THE CONCRETE ANCHORS IN ACCORDANCE WITH STANDARD RECOMMENDATIONS

THE DIAMETERS AND SIZES AS SHOWN ON THE DRAWINGS OR APPROVED EQUALS.

12. UNLESS NOTED OTHERWISE, CONCRETE ANCHORS SHALL BE HILTI KB-TZ 316 SS HILTI ANCHORS IN

SEE SPECIFICATIONS ALSO FOR SUBMITTAL INFORMATION.

OF 60. SEE SPECIFICATION SECTION 50 14.00 25 FOR MORE INFORMATION REGARDING THE GASKETS.

1 1. THE NBR GASKET MATERIAL SHALL BE ASTM D22420 MATERIAL WITH A SHORE 'A' DUROMETER

BE SUBMITTED FOR APPROVAL.

TIGHTENING IS ACHIEVED FOR THE ENTIRE GASKET INSTALLATION. THE TIGHTENING PLAN MUST

PRODUCE A WATERTIGHT SEAL. THE BOLT TIGHTENING SHALL BE SEQUENCED SO THAT EVEN

COMPRESSED USING THE TORQUING VALUES IN THE CHART ON SHEET S-202 AS NEEDED TO

10. THE NBR GASKETS INSTALLED IN THE VARIOUS PLACES FOR THE BULKHEAD PIECES SHALL BE

MANUFACTURERS WRITTEN RECOMMENDATIONS.

APPROVED EQUAL WITH SIMILAR SALIENT CHARACTERISTICS APPLIED AS RECOMMENDED BY THE

AS BOSTICK MARINERS CHOICE ANTI-SEIZE OR SAF-T-EZE MARINE GRADE ANTI-SEIZE OR OTHER

9. THE S.S. FASTENERS SHALL BE INSTALLED USING A MARINE GRADE ANTI-SEIZING COMPOUND SUCH

THE IMAGE OF BOLTS AND WASHERS BUTALL OF THE SS FASTENERS SHOULD HAVE THE SS WASHERS.

BOLT HEAD AND WITH A SS LOCK WASHER UNDER THE NUT. SOME VIEWS MAY BE MISSING

8. INSTALL ALL SS BOLTS ON THE SEPARATION WALL WITH A SS STANDARD WASHER UNDER THE

D. LOCK WASHERS - FABRICATE FROM TYPES 304 OR 316 S.S. MATERIALS.

C. PLAIN WASHERS - FABRICATE FROM TYPES 304 OR 316 S.S. MATERIALS.

B. NUTS-ASTM A594, GROUP 1, COLD WORKED S.S.

A. BOLTS-ASTM A593, GROUP 1, COLD WORKED S.S.

7. STRUCTURAL BOLTS (S.B.) SHALL BE MADE OF MATERIALS, CLASS, AND STYLE AS FOLLOWS :

PERFORMED INSIDE THE UNWATERING SUMP.

6. THE CONTRACTOR SHALL USE AN APPROVED VENTILATION SYSTEM FOR ALL WORK

ONLY AS SHOWN ON THE DRAWINGS.

WELDING CODE AND AS NOTED IN THE SPECIFICATIONS. FIELD WELDING SHALL BE DONE

5. WELDING OF THE CARBON STEEL SHALL BE IN ACCORDANCE WITH PROVISIONS OF AWS D1.1

HANDRAIL.

IN 39 INCHES TO 45 INCHES INSTALLED USING A TWO RAIL SYSTEM SIMILAR TO EXISTING

ELBOWS AND TEES MADE OF SAME STEEL MATERIAL. HANDRAIL SYSTEM SHALL HAVE HEIGHT

4. THE HANDRAIL SYSTEM SHALL BE OF WELDED CONSTRUCTION USING APPROPRIATELY SIZED

THE 1.5 INCH POSTS AND RAILING SHALL BE SCHEDULE 80.

3. THE POSTS AND HORIZONTAL PIPE RAILS SHALL MEET STANDARDS OF ASTM A53, GRADE B.

DEPENDING ON THE USAGE OF THE SHAPE, BAR OR PLATE IN THE SEPARATION WALL.

SHALL BE GRADE 50 STEEL MEETING REQUIREMENTS FOR ASTM A709, A572 OR A992 STANDARDS

2. THE ANGLES, BEAMS, CHANNELS, BARS AND PLATES NOTED AS STEEL OR GALVANIZED STEEL

WITH MINIMUM Fy = 30 KSI.

STANDARDS FOR TYPE 304 STAINLESS STEEL MEETING STANDARDS OF ASTM A276 OR A240

1. THE ANGLES, BEAMS, CHANNELS, BARS AND PLATES NOTED AS STAINLESS STEEL SHALL MEET

A N

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2'-0"

8'-0''

3'-2"

16"8"0"

2'-10"

1…

5'-3‚" 1'-6ƒ"

1†

CONTROL POINT

LADDER AND MANHOLE ABOVE

C EXISTING STEELL

FLOOR EL 1225.00

EXISTING CONCRETE

FLOOR EL 1225.00

EXISTING CONCRETE

x 11'-0'' UNWATERING SUMP

OUTLINE OF EXISTING 8'-0''

IN EXISTING LOWER SUMP AREA

INVERT FLOOR EL 1222.00

CONTROL POINT

LAYOUT PLAN AT EL 1227.00

AND BULKHEAD (TYP)

BETWEEN ANGLE

GASKET LOCATED

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SH101

1'-2" WALL

CONTROL POINT

SEE PLAN ON SHEET SQ101

NEW 14'' CONCRETE WALL

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-R -0

M A

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SEE GRATING PLAN ON SH102

GRATING TO EL 1225.00

TO BE COVERED WITH SS

THIS 3'-6'' x 8'-0'' AREA

NOTE:

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

SEE SHEET SJ201

STEEL BULKHEAD

TYPE 'A'

SEE SHEET SJ201

STEEL BULKHEAD

TYPE 'C'

A N

S I

NOT SHOWN FOR CLARITY

TYPE 'B' BULKHEAD

SH501

SI201

SJ201

SH501

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LEGEND:

GRATING SPAN DIRECTION

2'1'0'

FLOOR PLATE PLAN AT EL 1225.00

2'1'0'

CONCRETE ANCHOR LOCATION PLAN AT EL 1225.00

W A

K N

E S

S A

P P

R O

WALL THICKNESS

APPROX 2'-0''

FLOOR AT EL 1225.00

EXISTING CONCRETE

FLOOR AT EL 1222.00

EXISTING CONCRETE

CORNER PIECE

3'-2"

2'-0"

8" OF ANGLE

TO FACE

4•"

SEE SHEET SQ101

NEW 14" CONC WALL

CONTROL LINE

AND ANGLES (TYP)

CJP FOR PLATE

WELDED TO PLATE (TYP)

PLATE WITH L4x4x•

•'' x 12•'' STEEL FLOOR

8'-0''

CONC SUMP

8' x 1 1'

OUTLINE OF

CONTROL LINE

8"4•"

3"6"

8" 4•"

CJP

7" 8" 7" 9" 1•"

5"5"

TYPICAL IN 44 PLACES

ƒ'' DIA SS CONC ANCHOR

FLOOR PLATE (TYP)

•'' x 12•'' STEEL

CONC SUMP

8' x 1 1'

OUTLINE OF

H A

E L A C

R U

M P P .E

G E

C D

M R

2'-6•"

OF ANGLE

TO FACE

4•"

WALL - SEE SHEET SQ101

NEW 14'' CONCRETE

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

OF POWERHOUSE

NORTH CORNER

OF POWERHOUSE

NORTH CORNER

N -1

-R -0

M A

T T

H E

W D

H A

N S

O N P .E

PLAN

PARTIAL

2'-10"

1'-6"

P A

A N

S I

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X .d g n

G L

C E

SH501

SH502

SH104

SQ301

SH502

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R of Engineers

US Army Corps

P L

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54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

P .1

X X

X .d g n

G E

D D

Y P

L A

N A

T E

SH103

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

16"8"0"

KEY PLAN AT EL 1254.00

16"8"0"

KEY PLAN AT EL 1234.00

AT THIS LOCATION

CONCRETE WALL THICKNESS

APPROX 2'-0'' EXISTING

WALL THICKNESS

APPROX 2'-0''

MANHOLE IN CEILING ABOVE

OUTLINE OF EXISTING

ACCESS PLATFORMS NOT SHOWN FOR CLARITY

OF POWERHOUSE

NORTH CORNER

BAY CONCRETE

EXISTING GENERATOR

'E' BULKHEADS

TYPES 'B', 'D' &

TYPE 'C' BULKHEAD

EL 1222.00

EL 1225.00

TYPE 'A' BULKHEAD

SEE SI202

BRACE

SEE SI202

BRACE

SEE SHEET SJ206

ACCESS DOOR

WATERTIGHT

1'-6…"

H A

E L A C

R U

M P P .E

G E

C D

M R

AT EL 1225.00

CONC WALL

NEW 14''

N -1

-R -0

M A

T T

H E

W D

H A

N S

O N P .E

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

A N

S I

SI201

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

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A T

54321

SHEET OF

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BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

REF

SH102 8"4"0"

1•"

5" 8" 5"2"10

1•

4•" 8" 2'-6•"

CONTROL LINE

4•"

•'' x 12•'' STEEL PLATE (TYP)

OUTLINE OF BULKHEAD 'A'

BULKHEAD 'B/D/E'

OUTLINE OF

OUTLINE OF BULKHEAD 'C'

CJP

TYP

CJP CJP

WT5x19.5

‚" R

TYP THREE PLACES

AND COLUMNS

TO FLOOR PLATE

L4x4x• WELDED

AND ANGLE (TYP)

GASKET BETWEEN BULKHEAD

‰'' x 4'' NBR RUBBER

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

CONNECTION (TYP)

FLOOR PLATE

COLUMN TO

PARTIAL PLAN: FLOOR PLATE

ON SHEET SH102 FOR MORE INFORMATION

SEE CONCRETE ANCHOR LOCATION PLAN

†'' DIA SS CONC ANCHOR (TYP)

A R

M Y C

O R

P S O

F E

N G

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

T R

T T

H E

W D

H A

N S

O N P .E

A N

S I

D C

U P .1

X X

X .d g n

G E

D D

K J S

H A

E L A C

R U

M P P .E

G E

C D

L P

L A

F L

O O

R P

L A

T E

SH104

0 0

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U S

E W

N -1

-R -0

U G

A R D

D R

E S

E R

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

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R of Engineers

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SHEET OF

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BORDER VERSION UPDATE [08-2013]

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D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

SH105

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

2'1'0' 2'1'0'

CEILING PLATE PLAN AT EL 1256.25

LOOKING DOWNWARD

W A

K N

E S

S A

P P

R O

OF POWERHOUSE

NORTH CORNER

BAY CONCRETE

EXISTING GENERATOR

IN CEILING ABOVE

MANHOLE WITH 6'' BEVEL

OUTLINE OF EXISTING

WITH L4x6x• WELDED TO PLATE

•'' x 12•'' STEEL CEILING PLATE

MATCH FLOOR LEVEL CONTROL LINE

CEILING CONTROL LINE TO

CONTROL LINE CL GROUT PAD

1'-6„"

2'-0"

CEILING PLATE

•'' x 12•'' STEEL

GROUT PAD

PIECE

CORNER

WITH L4x4x• WELDED TO PLATE

•'' x 12•'' STEEL PLATE

CORNER

CJP

BAY CONCRETE

EXISTING GENERATOR

CORNER

PIECE

CORNER

MATCH FLOOR LEVEL CONTROL LINE

CEILING CONTROL LINE TO

CONTROL LINE CL

OF POWERHOUSE

NORTH CORNER

WALL THICKNESS

APPROX 2'-0''

W A

K N

E S

S A

P P

R O

P A

A N

C H

O R L

O C

A T

N P

L A

3'-2" 2'-10"

H A

E L A C

R U

M P P .E

G E

C D

M R

6" 3"

PLATE AT CONTROL LINE

WITH L4x4x• WELDED TO

•'' x 12•'' STEEL PLATE

10•"4•"

2'-6•"

4•"8"

2'-4"

10"11•"10"

P A

CEILING PLATE

•'' x 15''

CEILING PLATE

•'' x 12•''

CEILING PLATE

•'' x 12•''

DIA CONCRETE ANCHOR (TYP)

•'' DIA HOLE FOR †''

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

N -1

-R -0

WALL THICKNESS

APPROX 2'-0''

M A

T T

H E

W D

H A

N S

O N P .E

CEILING ANCHOR PLAN

C E

G P

L A

T E

L A

N A

CUTOUT

PLATE

CEILING

CEILING WITH CONCRETE ANCHORS

ARE TO BE ATTACHED TO

TO PLATE. ASSEMBLED PLATES

PLATE WITH L4x6x• WELDED

•'' x 15'' STEEL CEILING

C U

P .1

X X

X .d g n

A N

S I

SH502

SQ301

SH502

SQ301

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

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54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

K J S

SH201

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

H A

E L A C

R U

M P P .E

G E

C D

M R

S O

U T

H W

A L L E

L E

V A

A N

C H

O R L

O C

A T

N L

A Y

4'2'0'

ANCHOR LOCATION LAYOUT

ELEVATION: SOUTH WALL

APPROX EL 1255.00

APPROX EL 1226.00

FLOOR EL 1225.00

C O

N C

R E

C H

A C

P A

@ 1'-6''

2 SPACES

C OF TWO †'' DIA CONC ANCHORS (TYP)L

PLATE

STEEL WALL

•'' x 12•''

LOWER CORNER PIECE

UPPER CORNER PIECE

2"6"3"

1'-0•"

CONTROL LINE

L4x4x•

GROUT PAD

4"2"0"A

SECTION

EXISTING CONCRETE WALL

WALL PLATE

WELDED TO

STEEL ANGLE

L4x4x•

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

CEILING EL 1256.25

NORTH WALL SIMILAR

•'' x 12•'' WALL PLATE

3'-2'' TO WALL

T H

E W D

H A

N S

O N P .E

N -1

-R -0

W/MIN 4'' EFFECTIVE EMBED (TYP)

HILTI TZ TYPE 316 STAINLESS

†'' DIA CONCRETE ANCHOR

A N

S I

C U

P .1

X X

X .d g n

SH502

SH201

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

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BORDER VERSION UPDATE [08-2013]

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D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

4•"

TYP

ƒ" 3"1•"

1•" 4•''

1•

CORNER PIECE

RUBBER SEAL (TYP)

HYDROPHILIC

L4x4x• WELDED TO PLATES

SS BOLT

ƒ'' DIA

4"2"0"

DETAIL

REF

4"2"0"

DETAIL

SH102

REF

POINT

CONTROL

POINT

CONTROL

3'-2'' TO WALL 2'-10'' TO CONTROL POINT

CJP

SEE SHEET S-202

L4x4x• (BULKHEAD 'A')

SEE SHEET SJ201

•'' BULKHEAD 'A' SKIN PLATE

SEE SHEET SJ201

•'' BULKHEAD 'A' SKIN PLATE

TO PLATE AND WT

L4x4x• WELDED

SS BOLT

ƒ'' DIA

SS BOLT

ƒ'' DIA

CONC WALL

EXISTING

4"2"0"

DETAIL

REF

4"2"0"

DETAIL

SH102

REF

POINT

CONTROL

POINT

CONTROL

2'-10'' TO CONTROL POINT

1" ƒ

L L

TYP

4•"

FLOOR PLATE

TO VERT WT AND

L4x4x• WELDED

FLOOR PLATES

TO WALL AND

L4x4x• WELDED

SEE SHEET SJ203

PLATE (BULKHEAD C')

L4x4x• AND •'' SKIN

SEE SHEET SJ203

PLATE (BULKHEAD C')

L4x4x• AND •'' SKIN

TO FLOOR PLATE

WT 5x19.5 WELDED

RUBBER SEAL (TYP)

HYDROPHILIC

JOINT LINE FOR

JOINT LINE

CORNER PIECE

1•

NOT SHOWN - SEE SHEET SQ101

GRATING AT EL 1225.00

NOT SHOWN - SEE SHEET SQ101

GRATING AT EL 1225.00

FLOOR PLATE

•'' x 12•''

ON SH102 FOR BOLT LAYOUT

SEE FLOOR PLATE PLAN

†'' DIA SS BOLT (TYP)

•'' DIA HOLE FOR

8''

12•''

STEEL FLOOR PLATE

•'' x 12•''

COATING

ELASTOMERIC

SEE SHEET SJ201

L4x4x• (BULKHEAD 'A')

•'' x 12•'' STEEL PLATES

STEEL PLATES

•'' x 12•''

6''

5‚" 8ƒ''

1…

GROUT PAD

1'' x 14''

ON SH102 FOR BOLT LAYOUT

SEE FLOOR PLATE PLAN

†'' DIA SS BOLT (TYP)

•'' DIA HOLE FOR

ON SH102 FOR BOLT LAYOUT

SEE FLOOR PLATE PLAN

†'' DIA SS BOLT (TYP)

•'' DIA HOLE FOR

12•''

4•''

E X

L L

E X

L L

CJP

SS BOLT

†'' DIA

3'' NOM

L L

EXISTING WALL

2'-0'' TO

8ƒ'' ƒ"

TYP

1•"3"6''

1•"4•''

5‚''

4•"

ATOP NEW CONC WALL

1'' x 14'' GROUT PAD

COATING

ELASTOMERIC

ˆ'' TO „''

1'' x 14" GROUT PAD

SS BOLT

ƒ'' DIA

ON SH102 FOR BOLT LAYOUT

SEE FLOOR PLATE PLAN

†'' DIA SS BOLT (TYP)

•'' DIA HOLE FOR

STEEL PLATE

•'' x 12•''

H A

E L A C

R U

M P P .E

G E

C D

M R

NBR RUBBER GASKET

‰'' x 4'' WIDE

NBR RUBBER GASKET

‰'' x 4'' WIDE

NBR RUBBER GASKET

‰'' x 4'' WIDE

CHART ON SHEET SJ201 (TYP)

BOLT TORQUE SETTINGS IN

COMPRESSED USING SPECIFIED

NBR RUBBER GASKET

‰'' x 4'' WIDE

SEE SHEET SQ102

14'' CONC WALL

EDGE OF NEW

SEE SHEET SQ102

14'' CONC WALL

EDGE OF NEW

†'' x 6'' LG CONC ANCHOR

GASKET COMPRESSED TO Š''

…'' x 4'' NBR RUBBER

†'' DIA CONC ANCHOR (TYP)

1•''

WELDED TO FLOOR PLATE

DOWN TO 4‚'' AND

WT5x19.5 WITH WEB CUT

M A

T T

H E

W D

H A

N S

O N P .E

N -1

-R -0

L A

Y O

U T D

E T

SJ501

SH101

SEE SHEETS SJ202-SJ207

PLATE (BULKHEAD 'B/D/E')

L4x4x• AND •'' SKIN

SEE PLAN A/SJ501

FRAME NOT SHOWN

ACCESS DOOR AND

SEE SHEETS SJ202-SJ207

PLATE (BULKHEAD 'B/D/E')

L4x4x• AND •'' SKIN

SEE PLAN A/SJ501

FRAME NOT SHOWN

ACCESS DOOR AND

NEAR CEILING

COLUMN SPLICE

NEAR CEILING

COLUMN SPLICE

1•

2. CORNER WILL LIMIT GASKET COMPRESSION.

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

A N

S I

C U

P .1

X X

X .d g n

SH502

SJ502

SH502

SQ301

SH502

SQ301

SH502

SQ301

SH502

SQ301

SH503

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

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BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

8"4"0"

8"4"0"1

DETAIL: TYPICAL CORNER PIECEREF

CONCRETE WALL

CONCRETE FLOOR

COATING NOT SHOWN

ELASTOMERIC

GROUT PAD AND

9''

CJP

L4x4x•

8"4"0"A

TYPICAL IN FOUR PLACES

8"4"0"2

DETAIL: TYP BULKHEAD CONNECTION

T L

FROM UPPER BULKHEAD

•'' SKIN PLATE

FROM LOWER BULKHEAD

•'' SKIN PLATE

UPPER BULKHEAD

L4x4x• FROM

LOWER BULKHEAD

L4x4x• FROM

C ƒ'' DIA SS STR BOLTL

SECTION: CORNER PIECE

16"8"0"B

EL 1260.25EL 1260.25

EXISTING MANHOLE

3'-2"

ELASTOMERIC COATING

ˆ'' TO „'' THICK

TO ROOF PLATE

L6x4x• WELDED

IN L6x4 FOR †'' DIA SS BOLT

•'' x 2'' SLOTTED HOLE

ANCHOR BOLT

†'' DIA CONC

TYPE 'A' BULKHEAD

EXISTING CONC WALL

L6x4x•

REF

SH105

REF

SH105

CEILING CONNECTION

SECTION: BULKHEAD 'A'

ELASTOMERIC COATING

ˆ'' TO „'' THICK

ANCHOR BOLT (TYP)

†'' DIA CONC

IN L6x4 FOR †'' DIA SS BOLT

•'' x 2'' SLOTTED HOLETYPE 'A' BULKHEAD

REF

SP301

SI201

SEE SECTIONS B AND C)

(L6x4x• @ CEILING -

FORM CORNER PIECE

WELDED TOGETHER TO

TWO L4x4x• ANGLES

(L6x4x• @ CEILING

L4x4x•

9''

ON GASKET COMPRESSION

UP TO 4'' GAP DEPENDING1'

CEILING CONNECTION AT MANHOLE

SECTION: BULKHEAD 'A'

H A

E L A C

R U

M P P .E

G E

C D

M R

AT BULKHEAD A TOP CORNER PIECE)

(NOTE: TOP PLATE WILL BE 15" WIDE

TOGETHER TO FORM CORNER PIECE

•'' x 12•'' STEEL PLATES WELDED

AND CORNER PIECES

•'' x 12•'' PLATE

L4x4x• WELDED TO

SEE SECTIONS B AND C)

(L6x4x• @ CEILING -

AND CORNER PIECES

(15•'' PLATE AT CEILING)

•'' x 12•''PLATE

L4x4x• WELDED TO

STEEL PLATE

•'' x 12•''

SEE BOLT TORQUING CHART ON SHEET SJ201

‰'' THICK NBR RUBBER GASKET

RUBBER GASKET

‰'' THICK NBR

‰'' THICK NBR RUBBER GASKET

1•

3''

ON GASKET COMPRESSION

UP TO 4'' GAP DEPENDING

AT CEILING)

(•'' x 15''

STEEL PLATE

•'' x 12•''

C E

L L

A N

E O

U S F

R A

G D

E T

M A

T T

H E

W D

H A

N S

O N P .E

N -1

-R -0

SH201

SH105

SH102

3''3''

1‚

…'' SS BOLT @ 12'' MAX SPACING

‚'' x 1•'' STEEL STRIP - SEE NOTE 2

AT EL 1256.25

CEILING

METHOD. THIS STRIP IS TYPICAL ABOVE BULKHEADS A AND F ONLY.

MAXIMUM SPACING OF 12 INCHES TO ACT AS AN OVERFLOW ALERT

HOLES WILL BE IN THESE STRIPS AND IN THE ANGLES BEHIND ON A

OR COLUMN AT EACH END. IT IS INTENDED THAT ONE INCH DIAMETER

2. THE ‚'' STEEL STRIP SHALL BE TWO INCHES SHORT OF THE WALL

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

2•"

AREA AT THE MANHOLE ONLY.

17…''. APPLIES TO THIS

WITH APPROX RADIUS OF

ANGLE ON A CIRCULAR ARC

PLATE. CUT PLATE AND L6x4

•'' x 15'' STEEL CEILING

TYP WELD WHERE ANGLE IS CUT

CEILING EL 1256.25

EXISTING UNWATERING SUMP

SEE SHEET SH105

•'' x 15'' CEILING PLATE

C MANHOLEL

N H

N T

E L

16"8"0"3

REF

SH502

SH105

2''

1'-5…" NOM

EXISTING MANHOLE

INTERIOR EDGE OF

•'' R (TYP)

CEILING PLATE

•'' x 15'' STEEL

BELOW

L6x4x•

AT BOTTOM OF MANHOLE

EDGE OF 6'' CHAMFER

P L

G L

E C

R U

DETAIL: CEILING PLATE CUTOUT

ONE CONTINUOUS PIECE

FIELD VULCANIZED INTO

RUBBER GASKET

‰'' x 4'' NBR

ONE CONTINUOUS PIECE

FIELD VULCANIZED INTO

NBR RUBBER GASKET

‰'' x 4''

ON SHEET SG004.

SEE BOLT TORQUING CHART

TO SEAL FROM LEAKAGE.

BETWEEN BULKHEAD PIECES

GASKET COMPRESSED SNUGLY

‰'' THICK NBR RUBBER

C U

P .1

X X

X .d g n

A N

S I

SJ502

SH502

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

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54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

H A

E L A C

R U

M P P .E

G E

C D

M R

M A

T T

H E

W D

H A

N S

O N P .E

N -1

-R -0

U M

N S

P L

G D

E T

4"2"0"

DETAIL

4"2"0"A 4"2"0"B

REF

SH501

REF

SH501 4"2"0"

DETAIL

SECTION SECTION

P A

1†

•'' x 15'' CEILING PLATE

•'' x 12•'' CEILING PLATE

CEILING PLATE

•'' x 12•''

CEILING PLATE

L4x4x• BELOW

CEILING PLATE

L4x4x• BELOW

CEILING PLATE

WT5x19.5 BELOW

CEILING PLATE

WT5x19.5 BELOW

PLATES BELOW CEILING PLATE

•'' x 3‚'' STEEL SPLICE

PLATES BELOW CEILING PLATE

•'' x 3‚'' STEEL SPLICE

AND SS WASHERS

†'' DIA SS SB

AND SS WASHERS

†'' DIA SS SB

AND SS WASHERS (TYP)

†'' DIA SS SB

AND SS WASHERS (TYP)

†'' DIA SS SB

CEILING PLATE

•'' x 15'' STEEL

CEILING PLATE

•'' x 12•'' STEEL

JOINT LINE

WT5x19.5

C U

P .1

X X

X .d g n

A N

S I

SH503

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

L K

H E

A D E

L E

V A

N S

A 4'2'0'SH103

REF ELEVATION

4'2'0'SH103

REF ELEVATION

4'2'0'C

SECTION

LEGEND

O M

EL 1256.25

(TYP) - SEE

EL 1240.00 EL 1240.00 EL 1240.00

WT5x19.5

VERTICAL

(TYP) - SEE

VERT WT5x19.5

WALL (TYP)

THICK CONC

EXISTING 2'-0''

WALL (TYP)

THICK CONC

EXISTING 2'-0''

INFORMATION

FIELD BOLTING

TYP

N O

Y P

EXISTING MANHOLE

P E

B U

L K

H E

P R

T W

E E

N T

E R

E S

O M

BULKHEAD BRACING NOT SHOWN IN THIS VIEW FOR CLARITY

S E

H E

A C

C E

O R

W A

H T

BRACE (TYP)

WT5x19.5 BULKHEAD

SHORT HORIZ

BRACE (TYP)

BULKHEAD

WT5x19.5

LONG HORIZ

SEE SHEET SJ201

BULKHEAD TYPE 'A'

SEE SHEET SJ202

BULKHEAD TYPE 'B'

SEE SHEET SJ203

BULKHEAD TYPE 'C'

SEE SHEET SJ204

BULKHEAD TYPE 'D'

SEE SHEET SJ205

BULKHEAD TYPE 'E'

S E

H E

L O

D D

E R

SIDE (TYP)

ON OPPOSITE

CORNER PIECE

SIDE (TYP)

ON OPPOSITE

CORNER PIECE

H A

E L A C

R U

M P P .E

G E

C D

M R

TO WALL

ATTACHED

STEEL PLATE

•'' x 12•''

TO WALL

ATTACHED

STEEL PLATE

•'' x 12•''

O M

C L

U D

M P

R E S

B B

S K

C E S

F O

P E

B U

L K

H E

P R

T W

E E

N T

E R

E S

SEE SHT SJ207

BULKHEAD F

WELDED TO

INTAKE PIPE

6'' DIA PUMP

FLANGE FOR

SEE SHT SJ208

TO BULKHEAD G

PIPE WELDED

10'' DIA DISCHARGE

FLANGE FOR

SEE SHEET SJ207

BULKHEAD TYPE 'F'

SEE SHEET SJ208

BULKHEAD TYPE 'G'

SEE SHEET SK201

NOT SHOWN

DEFLECTOR PLATES

SEE SHEET SJ209

BULKHEAD TYPE 'H'

SEE SHEET SJ210

BULKHEAD TYPE 'J'

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

TO CEILING - SEE SH105

PLATE ATTACHED

•'' STEEL

SEE SHEET SH102

PLATE ATTACHED TO FLOOR

•'' x 12•'' STEEL

BULKHEAD B/D/E

2'-8ƒ"

4'-10" BULKHEAD A 5'-8‡'' BULKHEAD C/F/G/H/J

CEILING EL 1256.25TO CEILING

ATTACHED

•'' PLATE

B U

L K

H E

A x x

H J

L K

H E

A D

W E

L D

A T

E S

V E

R T

x x

1†

TO FLOOR PLATE (TYP)

L4x4x• WELDED

PIT EL 1222.00 PIT EL 1222.00

FLOOR EL 1225.00

BOLT TORQUING CHART ON SJ201.

PROOF FIT. SEE 2/SH502 AND

BOLTS TO ACHIEVE A LEAK

FOR ALL JOINTS. TIGHTEN

THICK NBR RUBBER GASKET MATL

BE FIELD BOLTED. USE ‰''

BETWEEN BULKHEAD PIECES TO

1. CENTERLINE OF JOINT LINE

NOTES:

FLOOR EL 1225.00

TO FLOOR PLATE

L4x4x• WELDED

SEE SHEET SP303

LOWER LADDER

SEE SHEET SP101

ACCESS PLATFORM

LOWER

TO CEILING PLATE

L6x4x• ATTACHED

E L

E V

P E

B U

L K

H E

T A

C H

O T

H E

SEE SHT SL101

PLATFORM

MAINTENANCE

SEE SHT SL101

PLATFORM

MAINTENANCE

M A

T T

H E

W D

H A

N S

O N P .E

N -1

-R -0

H E

A C

C E

A T

F O

R M

SEE SHEET SK201

MOUNTING ANGLES

DEFLECTOR PLATE

SEE SHEET SK201

MOUNTING ANGLES

DEFLECTOR PLATE

S E

H E

A C

C E

A T

F O

R M

SH101

REF

NOTE: THERE IS NO BULKHEAD "I".

EXISTING ACCESS LADDER

A N

S I

C U

P .1

S I2

X X

X .d g n

SEE SHT SH503

SPLICE PLATES

CEILING EL 1256.25

SEE SHT SH503

SPLICE PLATES

SH502

SI201

SI202

SJ501

SI202

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

SI202

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

8"4"0"

8"4"0"1

PLAN: LONG BRACE

8"4"0"

8"4"0"2

PLAN: SHORT BRACE

APPROX 1'-11''

APPROX 3'-1''

L K

H E

A D

T L

A C

E S

A C

E S

CONC ANCHOR (TYP)

WT5x19.5

L4x4x•

WT5x19.5

CONC WALL ATTACHMENT

L K

H E

A D

VERTICAL WT

CONNECTION AT

VERTICAL WT

CONNECTION AT

REF

3'-2''

H A

E L A C

R U

M P P .E

G E

C D

M R

CONTROL LINE

2'-0''

CONTROL LINE

BULKHEAD PIECE

STEEL WT5x19.5

B U

L K

H E

A D B

R A

T H

E W D

H A

N S

O N P .E

N -1

-R -0

ELEVATION

•'' x 12'' SQ STEEL PLATE

CONC ANCHOR (TYP)

†'' DIA

CONC ANCHOR (TYP)

†'' DIA

•'' x 12'' SQ STEEL PLATE

BETWEEN BULKHEAD PIECES

NBR RUBBER GASKET

•'' x 12'' SQ STEEL PLATE

FOUR REQUIRED

FIVE REQUIRED

COLUMN SPLICE ABOVE

SEE NOTE 2

VERTICAL WT

CONNECTION AT

SEE NOTE 2

VERTICAL WT

CONNECTION AT

IN THE FILLET AREA OF THE VERTICAL WT5X19.5 COLUMN (TYP).

HORIZONTAL WT5X19.5 BEAM AS NEEDED TO AVOID INTERFERENCE

2. CONTRACTOR SHALL SLIGHTLY GRIND THIS EDGE OF THE

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

A N

S I

C U

P .1

S I2

X X

X .d g n

SI501

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

SI501

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

8"4"0"2

REF

SI202

8"4"0"1

REF

SI202

CONNECTION @ CONCRETE WALL

DETAIL: TYP BULKHEAD BRACE

CONNECTION @ VERTICAL WT

DETAIL: TYP BULKHEAD BRACE

WT5x19.5

•" MAX

1ƒ"

1•

VERTICAL WT5x19.5

FOR ƒ'' DIA SS BOLT (TYP)

Ž'' HOLE IN WT'S

HORIZ WT5x19.5

T Y

H A

E L A C

R U

M P P .E

G E

C D

M R

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

STEEL PLATE

•'' x 12'' SQ

TYP

T Y

„'' TO ‚'' R (TYP)

APPROVED EQUAL (TYP)

KB-TZ SS 316 OR

x 4•'' LONG

•'' CONC ANCHOR

NOM

1•

D E

T A

B U

L K

H E

A D B

R A

N -1

-R -0

T H

E W D

H A

N S

O N P .E

1•"3•"

C U

P .1

S I5

X X

X .d g n

A N

S I

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

SJ201

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

8"4"0"A

ELEVATION: TYPE 'A' BULKHEAD PIECE

ELEVEN REQUIRED

E L E

V A

B U

L K

H E

A D P

C E A

L ƒ ƒ

IN Ž'' DIA HOLE (TYP)

STRUCTURAL BOLT

C ƒ'' DIA SSL

TYP

CJP (TYP)

TO ANGLE AND BAR FRAME

STEEL SKIN PLATE WELDED

•'' x 2'-9•'' BY 4'-10''

L4x4x• (TYP)

WELDED TO SKIN PLATE

†'' x 4'' STEEL BAR

CJP (TYP)

1' ƒ

TYP

L4x4x• (TYP)

•'' STEEL SKIN PLATE

†'' x 4'' STEEL BAR

8"4"0"B

SECTION

1…"

1' ƒ

4•" 2'-2•" 2'-2•"

4'-10" SKIN PLATE

4•" 2•" 2•"

REF

H A

E L A C

R U

M P P .E

G E

C D

M R

7"6ƒ"6ƒ"7"6ƒ"6ƒ"7"

(GASKET NOT SHOWN)

RESPECTIVE TYPES OF BULKHEADS

GASKETS THAT ARE AS LONG AS THE

USING ‰'' x 4•'' WIDE NBR RUBBER

CONNECT BULKHEAD PIECES TOGETHER

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

4'-5" OUT TO OUT OF ANGLES

TYP TOP & BOTTOM

IN Ž'' DIA HOLE

STRUCTURAL BOLT

C ƒ'' DIA SS

RUBBER GASKET NOT SHOWN

‰'' x 4•'' WIDE NBR

M A

T T

H E

W D

H A

N S

O N P .E

N -1

-R -0

SJ210

SJ209

SJ208

SJ207

SJ204

SJ203

SJ201REF

SJ501

SI201

SH501

†'' PLATE (TYP)

TYPICAL 4 PLACES

2•'' WIDE TOOL ACCESS NOTCH

2‚"

A N

S I

C U

P .1

S J

X X

X .d g n

SJ201

SJ204

A T

N N

E N

A M

D E

N E

D B

D E

S C

N M

A R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

D R

A W

G N

U M

B E

R of Engineers

US Army Corps

P L

O T D

A T

54321

SHEET OF

D A

T E

BORDER VERSION UPDATE [08-2013]

$SHEETN$SHEET NAME:$USER$BY USERNAME:$BORDER$DRAWING PLOT SIZE: DATE AND TIME PLOTTED: $$$DATE$$$$ $TIME

D R

A W

N B

C H

E C

K E

D B

A R

M Y C

O R

P S O

F E

N G

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

T R

D D

SJ202

L P

R E

V E

N T

N S

Y S

T E

M P

O W

E R

H O

U G

A R D

D R

E S

E R

V O

8"4"0"B

E L E

V A

B U

L K

H E

A D P

C E B

TYP TYP

SECTION

1' ƒ

L4x4x• (TYP)

•'' STEEL SKIN PLATE

†'' x 4'' STEEL BAR

1' ƒ

TYP

8"4"0"A

ELEVATION: TYPE 'B' BULKHEAD PIECE

FOUR REQUIRED

CJP (TYP)

TYP

TO ANGLE AND BAR FRAME

STEEL SKIN PLATE WELDED

•'' x 2'-8ƒ'' BY 5'-7•''

IN Ž'' DIA HOLE (TYP)

STRUCTURAL BOLT

ƒ'' DIA SS

†'' x 4'' TAPERED STEEL BAR

TYP

SEAL WELD (TYP)

OF JOINTS (TYP)

THESE KINDS

SEAL WELD

•'' STEEL SKIN PLATE

4"2"0"C

SECTION

4"2"0"D

SECTION

CUT AS SHOWN

†'' STEEL BAR

CUT AS SHOWN

†'' STEEL BAR

•'' STEEL SKIN PLATE

REF

SJ204

SJ202

REF

H A

E L A C

R U

M P P .E

G E

C D

M R

(GASKET NOT SHOWN)

RESPECTIVE TYPES OF BULKHEADS

GASKETS THAT ARE AS LONG AS THE

USING ‰'' x 4•'' WIDE NBR RUBBER

CONNECT BULKHEAD PIECES TOGETHER

E V

A C ƒ

1' ƒ

2•" 3 SPACES @ 7'' = 1'-9" 2•''

3•" •"

2‚"

2ƒ"

1…"1ƒ"

•"CLTYP

TYP TOP & BOTTOM

IN Ž'' DIA HOLE

STRUCTURAL BOLT

C ƒ'' DIA SS

3•" •"

WITH WELD METAL

FILLING THIS VOID

SEAL WELD BY

1. SEE GENERAL NOTES ON SHEET SG004.

NOTES:

2'-8ƒ" SKIN PLATE

2'-2'' OUT TO OUT OF ANGLES

RUBBER GASKET NOT SHOWN

‰'' x 4•'' WIDE NBR

M A

T T

H E

W D

H A

N S

O N P .E

N -1

-R -0

SJ205

SJ204

SJ202

ANGL…

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File details come from the government source that posted it. Updated Nov 14, 2017.