B.08 - Informational Drawings.pdf

A I B I

GENERAL S TRU CTUR AL NOTE S

1 . CONCRETE

1 . 1 ALL EXPOSED EDGES AND CORNERS OF CONCRETE SHALL HAVE

3~' CHAMFERS UNLESS NOTED OTHERWISE .

1.2 ALL CAS T-IN-PLACE CONCRETE SHALL HAVE A MIN I MUM DES I GN

COMPRESS I VE STRENGTH OF 4.000 PS I @ 28 DAYS UNLESS

NOTED OTHERW ISE .

1. 3 CONCRETE SHALL BE AIR ENTRA I NED 14 TO 7 PERCENT l 3,,. MI NU S.

THE CONCRETE MATERIAL SHALL BE I N ACCORDANCE WI TH ASTM

C 94 SPECIF I CATION.

2 . CONCRETE COVE R

2.1 UNLESS OTHERW I SE NOTED. TH E MINIMUM COVER SHALL BE IN

ACCORDANCE WITH NOTES 2.2. THE MINIMUM COVER SHALL

SE THE CLEAR DISTANCE FROM THE EDGE OF THE REINFORCEMENT

TO THE EDGE OF THE CONCRETE.

2.2 COVER FOR CAST-IN- PLACE CONCRETE

TABLE 1 - CO NCRETE COVER

CO NCRETE SECTION MIN I MUM CLEAR

COVER . I NCH ES

UNFORMED SURFACES IN CONTACT WITH FOUNDAT I ON

FORMED ANO SCREE OED SURF ACES EOUAL TO OR

GREATER THAN 24 INCHES IN TH I CKNESS:

• 3 TO • I I BARS

• 14

"18

FORMED ANO SCREEOEO SURFACES GREATER THAN

12 " AND LESS THAN 24" IN THICKNESS:

• 10 TO • I I BARS

• 14 BAR

• I B BAR

FORMED AND SCREE OED SURF ACES EQUAL TO OR

LESS THAN 12 I NCHES JN TH I CK NESS :

•3 TO • G BARS

•7 TO •B BARS

•9 BARS

• I 0 TO • I I BARS

• 14 BAR

• IB BAR

3. RE I NFORCEMENT

5 :y, 5:y,

3.1 PREPARAT ION FOR PLACING DRAW I NGS AND BAR BEND I NG

SCHEDULES SHAL L BE IN ACCOR DANCE WI TH THE MOST

RECENT EDITION OF AC I 3 15."MANUAL OF STANDARD

PRACT I CE FOR DETAILING REINFORCED CONCRETE

STRUCTURES."

3.2 ALL REINFORCEMENT S TEEL SHALL CONFORM TO

ASTM A 615. GRADE 60 REQU I REMEN TS.

3.3 UNLESS OTHERWISE NOTED. AL L HOOKS SHALL BE

STANDARD HOOKS AS DEFINED BY AC J 3 18-99 .

90• HOOKS MAY BE SUBS T I TUTED FOR 135•

STIRRUP AND TIE HOOKS FOR NUMBER S BARS AND

SMALLER BARS.

3.4 BAR SPAC I NG DIMENSIONS ARE MEASURED TO THE

CEN TERS OF BARS .

STAG. SPL.

3-5 A SYMBOL SUCH AS

INDICATES REINFORCING BARS TO BE STAGGER LAP

SPL I CED <CLASS B> BY ALTER NATING LAP LOCATIONS

AS SHOWN, ANO PROVIDING THE IND I CATED LAP

LENGTH.

3 . 6 A NOTATION SUCH AS ----, 12 FOLLOWING

THE BAR SIZE AND SP ACING INDICATES A BENT BAR

WITH AN OUTS I DE-TO-OUTS I DE DIMENSION CNOT

BAR LENGTH> OF 12". A LETTER OR DIMENS I ON

ON THE SHORT LEG IND I CATES THE FOLL OWlNG :

L o EXTEND BAR LAP SPLICE LENGTH BEYOND BE NO Eo EXTE ND BAR EMBEDMENT LE NGTH BEYOND

CROSSI NG BAR

M: PROVIDE STA NDARD 90• HOOK .

D I MENS I ON : OU TS I DE-TO-OU TSI DE LENG TH OF SHORT LEG

WHEN NO LE TTER OR DIMENS I ON IS G I VE N.

PROVIDE A STANDARD 90• HOOK.

3 . 7 REINFORCING BARS SHALL NOT CONTINUE ACROSS AN

EXPANS I ON JOINT .

3.8 REINFORCING BARS SHOWN AS DRILL AND GROUT SHALL BE

PLACED lNTO CONCRETE OR ROCK A DISTANCE EQUAL TO THE

EMBEDMENT LENGTH !FROM A.C. J. 318-99> FOR THE RESPECTIVE

BAR S IZE. ANY OTHER ADHESIVE SYSTEM WlLL REQUIRE THE

SAME EMBEDMENT LENGTH SHOWN IN TABLE 2.

I I c I D I E I

4. RE IN FORCEMENT TABL E !60 KS !l

5 .

6 .

4.1 DEVE LOPMENT AND SPLICE LENGTHS FOR REINFORC I NG

BARS USED I N THIS CON TRACT SHALL BE AS DESCR IBED IN

A.C. (. 3 18-02 U.N.O.

4.2 THE TABLE PR OVIDED BE LOW IS ONLY FOR F IELD INSPECT I ON

REFERENCE . ANY OM ISS I ONS OR VARIANCES FROM A.C. f .

SHALL NOT BE CONSTRUED AS CHANGES I~ THE A.C. J.

REQU I REMENTS.

4 . 3 TOP BARS ARE HORIZON TAL RE INFORCEMENT BARS WHICH

HAVE BEEN PLAC ED WI TH MORE THAN 12" OF CONCRE TE

CAST BELOW THE BARS.

4 .4 Q.7*L HB MAY BE USED FOR HOOK LENGTH PROV I DED S I DE

COVER <NORMAL TO THE PLANE OF THE HOOK l NOT LESS

THAN 2 1"2" AND FOR A 90 DEGREE HOOK , COVE R ON THE BAR

EXTENSION SHAL L NOT BE LESS THAN 2" .

TABLE 2 - MINIMUM SPL ICE ANO EMBEDME~T LENGTHS

CONCRETE STRENGTH = 4000 PS T

MIN I MUl.I BAR SPACING EQUAL TO OR GREATER THAN 6

BAR SIZE MI N IMUM EMBE OMENT MCNIMUM SPLICE MIN I MUM HOOK

NUMBER LENGTH , I NCHES LENGTH , INCHES .ENGTH. INCHES

1 4

TOP

BARS

1 06

1 41

OTHER

BARS

1 5

1 08

STRUCTURAL ST EEL

TOP

BARS

BO

OTHER

BARS

1 9

B 1 0

B

1 B

5.1 S TRUCTURA L STEEL SHAL L CONFORM TO ASTM A5 7 2 IFy = 50 KS I l

UN LESS NOTE D OT HERWISE.

5 . 2 U. N.Q . • ALL S TEEL PIPE SHALL MEE T ASTM A53 TYPE E ORS,

GRADE B REO U IREMENTS.

5.3 U.N.O . • ALL STEEL TUBE SHALL MEE T ASTM A5QO. GRADE B

REOU I REMENTS.

5.4 ALL STAINLESS STEEL SHALL CONFORM TO ASTM A304.

A308 OR A3 16 UNLESS NOTED OTHERW I SE.

5.5 WE LDING S HAL L CONFORM TO AWS D1-1 & 01 .6 . STR UCTURAL

WE LDING CODE AS NO TED IN THE SPECIFICA T IONS. WE LD ING

THAT JS NOT S HOWN ON THE PLANS WILL NOT BE PERM I TTED

EXCEP T BY WR IT TEN PERM I SSION FROM THE CON TRACTING OFF I CER

AND ENGINEER.

5.6 F I ELD WELDING WILL NOT BE PERMIT TED UN LESS SHOWN ON THE

PLANS OR AUT HORIZE D BY THE CONTRACT ING OFFI CER.

5.7 AL L WEL DS SHA LL BE CONTI NUOUS UNLESS OTH ERWISE NO TED .

EVERY ACCESS I BLE J OIN T NOT HAVING A DESIGNATED K I ND ANO

SIZE OF WE LD SHALL BE SEAL WELDED PER AI SC MIN I MUM WELD

SIZE.

S. 8 AL L S HARP EDG ES SHALL BE GROUND TO A 1/a" RADIUS UNO.

5.9 GRIND SMOOTH ALL WELD AREAS AS NEEDED TO BE HAND SMOOTH

AND TO PERMIT FIT-UP AND ASSEMBLY OF BAR SCREENS. PERFORATED

PANELS ANO SOLID PANELS.

DEMOLITION

6.1 REMOVE THE EX I ST IN G CONCRETE TO THE DEPTH SHOWN ON TH E PLANS , CAR E SHOU LD

BE EXCERCISED TO PREVE NO DAMAGING EX I ST ING REJNFORC ING STEEL . ANY STEEL

THAT I S DA MAGE D OR CUT WILL BE REPLACE D AS DIRECTED .

6.2 CLEAN ALL CONCRETE OFF EX I ST I NG BARS PR IOR TO PLACING NEW CONCRETE . SEC URE

ALL RE I NFORCING STEEL TO PREVENT MOVEMENT OR DAMAGE DURING GROUTING AND

PLACING CONCRETE.

6.3 REMOVE ALL DEBRIS AND WATER FROM THE DRI LL ED HOLES . HOLES SHALL BE DRY PR I OR

TO PLACEMENT OF EPOXY ANCHORS.

6.4 ALL CONSTRUCTION JOINTS AND DEMOLISHED SURFACES SHALL BE ROUGHENED TO

AN AMPLITUDE OF 1/4".

6.5 CON TRACTOR SHALL VERIFY ALL EX I STING GATE SLOT DIMENSIONS PRIOR TO DEMOL ITION . .

I I I

F I

AB BREV I AT I ON S

ANCH.

A. B.

APPROX.

ARCH.

B.C.

BLDG.

BRG

c it

C TO C

CONC.

= ANCHOR

= ANCHOR SOL T

= AP PROX I MA TE

: ARCH 1 TECTURAL

= SOLT CENTERS

= BU IL DING

= BEARING

= CHANNE L

= CENTER LI NE

= CENTER TO CE NTER

: CONC RETE

G

c. J.

CONTR. JT.

C.M.P.

= CONSTRUCTION J OI NT

= CONTRACTION JOINT

CP

CRES

CSK

DET.

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D/S

DWG

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EL. ,ELEV .

E. J. •

EXP. JT.

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F . H.

FT .

F . W.

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HOR .

I. D.

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IS

L

LF.

= CORRUGATED METAL PIPE

= COMPLE TE PENETRAT I ON

= CORROSION RESISTING

STEEL

= COUNTERSINK

= DETA I L

= DI AMETER

= DOWNSTREAM

= DRAWING

= EACH

= ELEVATION

= EX PANSION JOI NT

=EXAMI NATI ON

= EAC H WAY

= EXISTING

= FLAT BAR

= FLOOR DRAIN

= FLAT HEAD

= FE ET

= FLAT WASHER

= GAUGE

= GA LVANIZED

= HO LLOW METAL

= HOR I ZONT AL

= INS I DE DI AMETER

= I NVERT EL EVAT I ON

= I NS I DE

= ANGL E

= LI NEAR FEET

LG. = LO NG

L TH = LENGTH

LONG IT . . LONG .= LONGITUDINAL

L. P. = LOW POINT

MAX . , MIN. = MAX I MUM, MI NIMUM

M.8. = MACHINE BOLT

MECH.

MK

: MECHANICAL

= MARK

REINFORCEMENT ABBR EVIATIONS

B. F. =

CLR. :

D. & G. =

OWL'S =

E. F. =

EO. SP. =

E.W . = F. F. = I. F. = N. F = O. F = O. L . =

RE I NF. =

BOTT OM FACE

CLEAR

DR I LL & GROUT

DOWELS

EAC H FACE

EQUAL LY SPACED

EAC H WAY

S TAG. SPL. =

FAR FACE

I NS ID E FACE

NEAR FACE

OU TSIDE FACE

OU TSID E LAYE R

REINF OR CEMENT

STAGGER SPLICE

S T IRRUP ST I R. =

T. F. = T. B . 0. =

S TM. :

I

TOP FACE

TO BE DETERMINED

SIMILAR

NAT .

N . C.

NO.

NO M

N. T . S.

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S TA.

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TYP.

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U. N.O.

UIS

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W. P.

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= NA TURAL

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= NUMBER

= NOM I NAL

H

= NO T TO SCALE

= ON CE NTER

= ON CENTER EACH WAY

= OU TSIDE DIAMETER

= OPPOS I TE

= OUTSIDE

= PERFORATED

= PL US OR MI NUS

= PLATE

: POLYV I NYL CHLORIDE

= RADIUS

= ROUND HEAD

= REOUJREO

= ROUGH OPENING

SCHEDULE

SHEET

SIMILAR

= STANDARD

= SQUARE FOOT

STA I NLESS S TEE L

=STA T ION

= STEEL TROWELED CONCRETE

=SUBMERGE D TRAVE LLING SCREEN

= SYMME TRICA L

= TOP AND BOT TOM

= TROWELED JOINT

= TOP OF

= TOP OF CONCRETE

= TOP OF FOOTING

= TOP OF SLAB

= TOP OF WAL L

= TUBULAR STEEL

=TYPICAL

= UPS TREAM MIGRANT

TRANSPORTATION CHANNEL

= UNLESS NOTED OTH ERWISE

: UPS TREAM

= VER TI CAL BARR I ER SCREEN

= WELD PLATE

= WORK PO I NT

= WATERS TOP

= WAL L CONS TRUC T ION J OINT

= WELDED WI RE FABRIC

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NOT ES :

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2 . FOR WATER PASSAGE DEWATERING SEE SPEC. SECTION 01010

NEW 4000 PSI

CONCRETE

GROUT

EX IST ING

CONCRETE

CONCRETE TO

BE REMOVED

LEGEND

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1 . FOR GENERAL NOTES SEE SHT. 50 1

2. FOR MA IN UN IT GATEWELL OEWATERING

SEE SPEC. SECTION 0 10 10

NEW 4000 PSI

CONCRETE

GROUT

EXISTING

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H

LEGEND

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SC AL E : 6 " ::: 1 ' - 0"

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(F IELD VERIFY FI T IN INTAKE. THE TOTAL L ENGTH OF

THE 3 ASSEMBLIES PLACED END TO END SHALL BE

NO MORE THAN 1/2" LESS THAN THE WIDTH OF THE

INT AKE OPENING.>

NOTE: GRIND CONCRETE SURFACE AS NECESSARY TO ACCEPT PL .

3"

NOTES'

-i-:---rR'E'"""LOCATION OF THE ttl 1 DRILLED AND GROUTED STEE L

MAY BE ADJUSTED IN THE HO R IZO NTAL PLANE CNOT VER TI CALL Y>

TO AV OID I NTERSECT I NG HOLES IN THE INTERMEDIATE PIERS

AND TO FACILITATE P LACEMENT .

2. THE LOCATION OF THE tt11 BARS MAY BE ADJUSTED TO THE

HORIZONTAL PLANE.

3 . tt6 DR ILL ED AND GROUTED STEE L SHAL L BE RELOCATED AS

NECESSARY TO AVO ID DRILLI NG THROUGH EX I ST I NG VERT I CAL

&. HORI ZONTAL RE INFORCING.

4 . FOR BAYS 1 1 - 14. 15A . 16 &. 1 8. AL L STEEL SHALL

BE A304L STAINLlSS . CROUT (N P LACE THE BASE OF THE

CAP CLOSURE DEVICE .

LEGEND

NEW 4000 PSI

CONCRETE ," SEC TION ®

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SECTIONC9

GROUT AFTER GATESL OT

INSTALLATION IT YP I

SCALE : 3" = 1 '-0"

0 3 " 6" 1 2,, D E F

LEGEND

NEW 400 0 PSI CONCRETE .·

GROUT

EL. 89.33

EXIST IN G CONCRETE

CONCRETE TO BE REMOVED

HIL TI 3/'4,, DIA. HIT HY 150

INJECTION ADHESIVE ANCHOP.

W/STAINLESS STEEL HAS ROOS

(OR EQUAL l

SURFACE

'T a.

DR ILL .!. GROUT

#4 BAR W/90•

HOOK C! 12"

NOTES:

12" 9• G"

DETAIL

SCALE : 6"= 1 '-0 "

I>

· <D I>

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SCAL : 1 1"2"= 1 ' - 0 "

3• 0

I>

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C>

STAINLES S STEEL

ADJUSTMENT NUT

3X3x 1.-4" s TA I NLESS

STEEL PLATE

1" THICK STAINLESS

STEE L PLATE

1" SS PLATE

#4 BAR

1'

1. ~~~A~~~T~~~ ~~~D~Lc~~ T;l;~~~~ ~~YF:~~~~~~~D~l~~~~A~LEO .

TOLERAflC E OF ± 1'16" .

2 · CONTRACTOR S HALL SUBMIT MATERIAL SPECIFICATION S FOR THE

CEMENT : T IOUS GROUT FOR REVIEW ANO APPROVAL PRI OR TO

CONSTRUCTION. REFER TO SPEC I F ICATIONS FOR STRENGTH

REQUIREMENTS.

3 · SEE "WELDING PLAN,,. SHT. S OB FOR VBS GUIDE SLOT WELDING DETA IL S .

EL . 82. 25

F IEL D

SPLIC E

EL. 70. 0

FIELD

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EL . 29. 58

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BDF-2-60/06

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A

EXISTING 4" D I A. STEE L

GALV. CONDUIT .

6 "X6 "X6 "x 1,,,( GAL V.

STEE L JUNCTION BOX.

DRILL HOLE IN J-BOX

WI HOLE SAW

CUT EXI ST I NG CONDUI T TO LENGT H

AN D ATT ACH TO JU NCT ION BOX.

REF. SH T E2 FOR HANDLI NG OF EXIST.

ELEC TR I CAL LINES AND CONNEC T I ON

TO BOX AND CO NDUI T.

1 1"2" DIA S TAINLES

STEE L CONDUIT

12"X4"X4"

HOF F MAN TYPE 3R

JUNCTION BOX

EXISTING 4 " DIA. STEEL

CAL V. CONDUIT .

6"X6"X6"x 1"4" CALV.

STE EL JU NCT ION BOX .

DRI LL HOLE IN

W/ HOLE SA W

CU T EXISTI NG CONDUIT TO LENGTH

AN D ATTACH TO JUNCTION BOX .

REF. SH T E2 FOR HANDL I NG OF EX I S T .

EL ECTR IC AL L INES AND CO NNECT ION

TO SOX AND CO NDU I T.

SEE NOTE

B

SECTION AT ELEV. 89. 3 3

1,.

AT Al l UNIT S EXCE PT NO. 1 7

SCALE : !/2 · = 1 . - 0"'

0 1. 2' 3'

AT ELEVAT I ON~~~~~~,......,-

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NOR TH END

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NORTH END

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EXTEND 1 1'2" O JA . STAINLESS

STE EL CON DU IT OUTS IDE OF VBS

SLOT WAL LS . GR I ND SMOOTH.

E

V*1,- 7'<""-< TYP .

2" CLR . 6"

SE CTION AT ELEV. 60.00

AT ALL UNIT S EXC EP T NO. 1 7

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G

EX TEND 1 1"2" DI A. S TAI NLESS

S TEEL CON DUIT OUT SI DE OF VBS

SLOT WALLS . GR IND S MOOTH.

E S06

4 '

NOTES:

1 . REFER TO S HEETS 506 & SOB FOR FABRIC ATION AND

CO NS TRU CT I ON OF THE VBS SLOT.

2 . 1u CROUSE - HINDS LB 37 - CG CO NNECT I ON OR EQUAL.

ATTATCH WI TH '"e" THICK X 1" S TAI NLESS STEEL LOOP STRAPS

AT TOP ANO BO TTOM AND AT 5' CENTERS . ANCHOR ALL LOOP

STRAPS WI TH l.,e" DIAMETE R HIT HY150 INJ ECTION ADH ESIVE

ANC HORS WI TH S TAINLESS STEEL HAS RODS <OR EQUAL> .

NE W 4000 PS I

CONCRE TE 1:

GROUT

EXIS T I NG

CO NCRE TE

CONCRETE TD

BE REMOV ED

H

LEGEND

US Army Corps of EnQ ineer s P<Yt l ond Di s t r i c t u

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DRA WI NG STATUS '

FINAL

DRAWI NG NO.

BDF-2-60/07

SHEET

g2ecdrad Typewritten Text

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A

EL . 89 . 33

GR I ND TO

1" RAD I US

2" DIA. GR OUT PORT.

GR I ND TO SMOOTH

F INISH

PP C T YP l

B

DETAIL u

ANCHOR PLACEMENT AT TOP

SCALE : 1 1"2" = 1 ' - 0"

33,,'4" I

·-·-·- - <b

DETAIL G

ANCHOR PLAC EMEN T AT TYP I CAL S PL I CE

SCAL E : 1 1.-2"= 1 ' - 0"

1 2,, 9" 6" 3 " 0 c

STA I NLES S STEEL ADHES I VE ANCHORS.

SEE SECT I ONS B - C ON SHEET 506 FOR

PLACEMENT . <TYPl

DAILL 1 " D I A. CROU T POR TS A.T ABOUT

10' CENTERS. GRIND TO SMOOTH FINISH ITYPJ .

NOTE :

D E

- -·<b

I

---<=P ·-·-·-· i

- -· -(i)

DETA IL 0

ANC HOR PLACEMENT AT BOTTOM

SC ALE : 1 1"2" = 1 '-0"

WELDING PLAN - GATE SLOT

SCA LE : 1 1"2" = 1 ' - 0''

1 . ALL S TEE L ON TH IS SHEET SHALL BE

A304L STAI NLESS .

NEW 4000 ~s1 CONCRETE .·

GRO UT

EXI ST IN G CONCRETE

CONCRET E TO BE REMOVED

1'

CAS TM A3 04L

STAINLESS STEE L>

LEGEND

EL.

F

76.33

N

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N

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EL. 89.33

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DETAIL ·-. - ..

FIELD

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EL. SO. SO

EL. 31.00

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DETAI L S09

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DRA WING S TATU S :

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DR AWING NO.

BDF-2-60 /08

SHEET

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A

EL . 31.00

FOR SLOTS 1 SB &

15C ONLY

5"

3" MIN CLR

B c

12"

C TYP >

DETAIL Qi)

D

RO UGHEN CONSTRUCTION JOINT

TO AN AMPL I TUDE OF i,.4"

(FOR SLOTS 158 & 15C ONLY)

GA TEWELL BEAM-CORNER PROTEC T ION~

SLOTS 15A. 158 & 15C. SIM ON UNITS 11 - 14. 16 & 18

0 3"

SCALE : 3" = 1 ' -0"

6" 12,, 21 ' - 1"

24- #4 135 • HOOK BARS @ 10'' CTRS.

#4 135° HOOK BAR

CO NTINUOUS BAR

S ECTI ON®

SLOT S 15A . 158 & 15C . S IM ON UNITS 11-1 4. 16 & 18

0 3"

SCA LE : 3 " = 1 ' - 0"

6" 12"

E F G

NOTES'

1. THE 8"x8"x1'2" EMBEDDED EDGE ANGLE SHAL L BE FABRICA TED

FROM A-304L S TA I NLESS STEEL. TH E EDGES SHALL BE FLUSH

WITH THE NEW CONCRETE SURFACE.

2 . STUDS SHALL BE t,.2" 6 A-304L STAINLES STEE L WITH A 2" LONG

90° LEG.

3. UNLESS OTHERW IS E NO TED ALL HOOKS SHALL BE STANDARD

HOOKS AS DEFI NED IN ACI 318-02 .

4. REMOVE THE EX IST!N G CONC RETE TO TH E DEPTH SHOWN. CARE

SHOULD BE EXE RCI SED TO PREVEN T CUT TING, STRETCHING OR

DAMAG ING ANY REINFORCING STEEL. ANY S TEEL THAT IS DAMAGED

WI LL BE REPLACED AS D I RECTED .

5. CLEAN ALL CONCRE TE OFF EXIST IN G BARS PRIOR TO PLACING NEW

CONCRETE. SEC UR E ALL REINFORCING STEEL TO PREVEN T MOVEMENT

OR DAMAGE DUR ING GROUTING AND PLACI NG CO NC RETE .

6 . REMOV E ALL DEBRIS AND WATER FR OM THE DRILLED HOLE S . A I R

H

DRY ALL HOLES PRfOR TO PLACE MENT OF DOWE LS AND EPOXY ANCHORS.

1. CO NTRACTOR SHAL L SUBM I T MATERIALS SPEC I F I CATJONS

FOR THE CEMENTICOUS GROUT ANO EPOXY ADHESIVE ANCHORS FOR

REV(EW AND AP PROV AL PR IOR TO CONST RU CTION .

a. CONCRETE SHA LL BE f'c = 4.000 PSI S TRENGTH AT 28 DAYS.

9. REINFORC[NG STEEL SHALL BE AS TM 6 1 5 . fy= 60 KS I.

10. CONTRACTOR SHAL L VER I FY AL L EXIST IN G DIMENSIONS PR I OR TO WORK .

LEGEND

NEW 4000 PSI

CONCRETE ,"

GROUT

EXISTI NG

CONCRE TE

CONCRE TE TO

BE REMOVED

1-c-~~~~~~~~~...,..~~c-1 us Army Corps of Engineers Por't l ond DisT..-ic-t

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DRAW I NG S TATUS :

F !NAL

DRAW I NG NO.

BDF-2-60/09

SHEET

5 09 g2ecdrad Typewritten Text

FOR INFORMATION ONLY

g2ecdrad Typewritten Text

FOR INFORMATION ONLY

g2ecdrad Typewritten Text g2ecdrad Typewritten Text g2ecdjrc

FOR INFORMATION ONLY

DATEREVISION BY

SHEET

DESCRIPTION

SUBMITTED:

CORPS OF ENGINEERS U.S. ARMYWILL INCREASE YOUR PROFITSVALUE ENGINEERING

4 3 2 1

A

B

C

D

4 1

C

D

B

A

B D

P

CHIEF. ENGINEERING DIVISION

APPROVED: FOR DIV. ENGINEER DATE

1977 DEC 20

SCALE AS SHOWN SPEC. NO.

PREPARED:

CHECKED BY:

DESIGNED BY

DRAWN BY

CHIEF, HYDRO-ELECTRIC DESIGN BRANCH

U.S. ARMY ENGINEER DIVISION, N.P.

PORTLAND, OREGON

SECOND POWERHOUSE

COLUMBIA RIVER WASHINGTON-OREGON

BONNEVILLE DAM

O.C.

MAX. CONTROLLED

FLOOD TAILWATER

1,700,000 CFS EL. 65.00

EL. 55.00

PROJECT FLOOD

850,000 CFS EL. 45.00

EL. 42.00

GUARDRAIL

65 TON

GANTRY CRANE

TOP OF CRANE RAIL

EL. 90.00

EL. 113.25

VISITOR

PROMENADE

PRECAST FASCIA

EL. 131.00

VISITOR BRIDGE

BAYS 13 & 17

PRECAST PRESTRESSED

CONCRETE DOUBLE TEEVISITOR

PROMENADE

UPSTREAM MIGRANT

TRANSPORTATION

CHANNELMAX. CONTROLLED

FLOOD POOL

FLOW 1,700,000 CFS EL. 90.00

8" CORE FLOOR

SLABS

HOIST CONTROL

PANEL & PIPING

MAX. REGULATED

POOL EL. 77.00

DOWNSTREAM MIGRANT

TRANSPORTATION CHANNEL

TRASHRACK SLOT

EL. 37.75

EL. 26.80

EL. 20.82

EL. 17.41 VISITOR RAMP

BAY 17

EL. 13.00

EL. 0.875 GEN. C.W.

STRAINER

EL. 5.00

MECHANICAL

EQUIPMENT

GALLERY

SERVICE PLATFORM

EL. 23.00

EL. 21.00

TURBINE

BARREL VENT

EL. 30.17

EL. 29.00

EL. 28.79

66,725KW

GENERATOR

VISITOR

GALLERY

VISITOR

GALLERY

AIR

INDUCTION

PIPE

EL. 47.25

EL. 28.00

EL. VARIES

EL. 72.00

SERVICE

GALLERY

ROTOR DIA=40'-9"

430 TON BRIDGE CRANE

PRECAST

BEAM

G A

T E

S L

O T

B U

L K

H E

A D

S L

O T

EL. 37.00

OIL WATER

SEPARATOR

CHANNEL

BAYS 15 & 16

GEN. CO

ELECTRICAL

GALLERY

EL. 28.00

AIR DUCT

10DD BAYS)

STAIRS

FISH

COLLECTION

CHANNEL

EL. -3.00

SLUICE

GATE

AUXILIARY

WATER

SUPPLY

CONDUIT

EL. -34.00

DIFFUSION

CHAMBER

EL. -37.00

DRAFT TUBE

ACCESS GALLERY

DRAINAGE TUNNEL

EL. -50.00

EL. VARIES

EL. -20.50

EL. -34.00

INTERMEDIATE

PIER NOSE

EL. -29.00

DRAFT TUBE

PIER NOSE

DRAIN

VALVE

GRATING

EL. -73.00

C.J. EL. -83.00 UNWATERING TUNNEL

EL. -37.00

EL. -70.33

DRAINAGE AND

GROUTING GALLERY

DRAIN

HOLE

GROUT

CURTAIN

EL. -21.92

C O

N S

T R

U C

T I

O N

B

I

N E

S T

O P

L O

G

O T

O R I

F I

C

G

O T

D R

A F

U

B E

B U

L K

H E

D

O T

EL. 55.00

AIR DUCT

BAY 13

STAIRS

EL. 28.00

85 TON INTAKE GANTRY CRANE

100'-6"

49'-3"51'-3"

4'-0" 39'-3" 37'-3"

73'-11"76'-6"

3'-0"

29'-0" C.TO C.7'-3"

48'-6"

33'-6" C. TO C. 17"

A B C

CC78 FEB 3

RESIZED BRIDGE CRANE; REV. EL.

RELOC'D PIPE; ADDED VENT, BLKHD HATCH & CONC. HNDRL

O.C.

V.R.

HEAD, STRUCTURAL SECTION

TRANSVERSE SECTION

GENERATOR BAY

ARRANGEMENT

108'-9"108'-3"

SCALE: ‘"=1'-0"

TRANSVERSE SECTION

PART SECTION BAYS 13 & 16

AS CONSTRUCTED

DATE BY

HYDRO ELECTRIC DESIGN BRANCH, NPD

1984 NOV 9

061-082

3 7-7-2015 NEW PDF GENERATED FROM REDRAW, REV ADDED TO NAME ODBJTE

BDP-6-0-0/8_R3

g2ecdrad Typewritten Text g2ecdrad Typewritten Text g2ecdrad Typewritten Text g2ecdrad Typewritten Text

FOR INFORMATION ONLY