Drawings.pdf

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

SOLICITATION OR RFP NUMBER OR OTHER CONTRACTING REFERENCE NUMBER

114125 FY19

BELLE, WEST VIRGINIA

KANAWHA RIVER

MARMET LOCKS AND DAM

JULY 2019

NEEDLE BEAM

AUXILIARY LOCK

RTA - CERTIFIED FINAL DOCUMENTS

TYP.

BEARING BLOCK

4•"X7" UHMW-PE

BEAM C

NEEDLE

2'-2"

(FCM) TYP.

FLANGE P

1‚" UPSTREAM

"2 11 1'-0" 4'-0"4'-0"4'-0"4'-0""2

13'-104'-0"2'-0"2'-0"1'-0"

TYP.

STIFFENER

C •" WEB

ABT. C

SYM.

(FCM) TYP.

FLANGE P

1‚" DOWNSTREAM

(FCM)

LIFTING LUG

30'-0"

(FCM) TYP.

FLANGE P

1‚" UPSTREAM (FCM)

C LIFTING LUG

"2 119'-10

2'-2"

BEAM C

NEEDLE

TYP.

BEARING BLOCK

4•"X7" UHMW-PE

LAYOUT & DETAILS

FOR BOLT HOLE

SEE SHEET S-301

ABT. C

SYM.

TYP.

C10X25

TYP.

C10X25

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

2 6

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SCALE: ƒ"=1'-0"

UPSTREAM ELEVATION

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

S-201

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A

S-301

L

TYP.

L

L

TYP.

(FCM)

†" WEB P

L

L

L

B

S-301

C

S-301

L

L

L

60'-0" OUT TO OUT OF NEEDLE BEAM

SCALE: ƒ"=1'-0"

L

FOR CLARITY

* WALKWAY NOT SHOWN

FOR CLARITY

* WALKWAY NOT SHOWN

B O

X

B

A M

B

X

B

A M

TYP.

FOR LAYOUT

SEE SHEET S-502

4" DIA. VENT HOLE

WATER-TIGHT WELDS.

ALL MEMBERS SHALL BE JOINED TOGETHER WITH CONTINOUS WELDS5.

WELDS UNLESS OTHERWISE NOTED.

ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE4.

OFFICER'S REPRESENTATIVE.

AND SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING

COMPLETED IN ACCORDANCE WITH CONTRACT SPECIFICATION 05 59 20

PAINTING, STRESS RELIEVING OF REQUIRED COMPONENTS SHALL BE

FOLLOWING COMPLETION OF PRODUCTION WELDING AND PRIOR TO 3.

SHALL BE SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

CONTROLLED TO MINIMIZE RESIDUAL STRESSES AND DISTORTION, AND

WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY2.

ONLY.

MAY BE ASTM A709 GRADE 36 T2 FOR COMPONENTS OF THE WALKWAY

GRADE 50 T2. NON-FCM STRUCTURAL STEEL ROLLED SHAPE MEMBERS

IDENTIFIED AS FRACTURE CRITICAL MEMBERS SHALL BE ASTM A709

(FCM) SHALL BE ASTM A709 GRADE 50 F2. ALL STRUCTURAL STEEL NOT

ALL STRUCTURAL STEEL IDENTIFIED AS FRACTURE CRITICAL MEMBERS1.

GENERAL NOTES:

IN ACCORDANCE WITH CONTRACT SPECIFICATIONS.

DELIVERY/SHIPPING PLAN AND DELIVERY DRAWINGS SHALL BE PROVDIED17.

WEIGHT POLYETHYLENE (UHMW-PE).

BEARING BLOCK ON UPSTREAM FLANGE SHALL BE ULTRA-HIGH MOLECULAR16.

TOGETHER SHALL BE PAINTED ON ALL SURFACES PRIOR TO ASSEMBLY.

CONTRACT SPECIFICATION SECTION 09 97 02. ITEMS THAT ARE BOLTED

ALL STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH 15.

GRINDING SHALL BE ACCOMPLISHED IN THE DIRECTION OF STRESS.

FLUSH AND SHALL BE 100% ULTRASONICALLY AND RADIOGRAPHICALLY TESTED.

ALL SPLICE WELDS IN BOX BEAM FLANGE AND WEB PLATES SHALL BE GROUND14.

TO THE CONTRACTING OFFICER FOR APPROVAL.

PLATES OR WEB PLATES. LOCATIONS OF ALL SPLICES SHALL BE SUBMITTED

OR LIFTING LUG. NO LONGITUDINAL SPLICES SHALL BE ALLOWED IN FLANGE

NOT BE LOCATED WITHIN 1'-0" OF CONNECTION TO A WEB PLATE STIFFENER

TRANSVERSE SPLICES IN THE BOX BEAM FLANGE AND WEB PLATES SHALL 13.

PLAN VIEW

NEEDLE BEAM

TYP.

C L

C

WELDS AS DEFINED IN AWS D1.5.

THE FLANGES AND WEBS OF THE BOX BEAM SHALL BE FRACTURE CRITIAL

THE BOX BEAM IS A FRACTURE CRITICAL MEMBER (FCM). ALL WELDS TO 12.

SYMBOLS AND IN THE CONTRACT SPECIFICATIONS.

NON-DESTRUCTIVE TESTING REQUIREMENTS ARE INDICATED ON WELDING11.

CONTRACT DRAWINGS.

THE CONTRACTOR SHALL NOT SCALE ANY DIMENSIONS FROM THE10.

DETAILS.

COPES AND WELD ACCESS HOLES ON DRAWINGS DESIGNATE TYPICAL9.

WELDING SYMBOLS SHOWN ON DRAWINGS DESIGNATE TYPICAL WELDS.8.

AND SHALL BE LOW HYDROGEN.

ALL WELD FILLER METAL SHALL HAVE A TENSILE STRENGTH OF 70 KSI7.

UNLESS OTHERWISE NOTED.

MINIMUM SIZE FILLET WELD TO BE USED IN FABRICTION SHALL BE ‚" 6.

4" 6"

1'-0"

52 SPACES @ 1'-0" = 52'-0"

1'-0"

4"6"6"53 SPACES @ 1'-0" = 53'-0"6"

55'-8"

TYP.

•" WEB STIFFENER

TYP.

(FCM)

†" WEB P

BEARING BLOCK

4•"X7" UHMW-PE

"4 15'-2 5"

TYP.

SEE NOTE 7

HEAD COUNTERSUNK BOLT

ASTM A307 SOCKET FLAT

BEARING BLOCK FOR •" DIA.

C Œ" DIA. HOLE IN UHMW-PE

(FCM)

LIFTING LUG

BEARING BLOCK

4•"X7" UHMW-PE

AND C10X25

BEARING BLOCK

AND LAYOUT IN

BOLT HOLE DETAILS

THIS SHEET FOR

SEE BOLT LAYOUT

TYP.

(FCM)

C 1" P

"8 11'-98"8""8

12'-1

6(FCM)

1‚" P

TYP.

(FCM)

†" WEB P

5""4 15'-2

(FCM)

FLANGE P

1‚" UPSTREAM

(FCM)

FLANGE P

1‚" DOWNSTREAM

(FCM)

FLANGE P

1‚" DOWNSTREAM

(FCM)

FLANGE P

1‚" UPSTREAM

HOLE

C 2‚" DIA.

TYP.

(FCM)

1" P

(FCM)

†" WEB P

(FCM)

LUG P

1‚" LIFTING

1'-0"

1"

(FCM)

FLANGE P

1‚" DOWNSTREAM

"8

"4

TYP.

THIS SHEET

SEE DETAIL

FLANGE

IN DOWNSTREAM

2'-6" LONG GROOVE

TYP.

BEARING BLOCK

4•"X7" UHMW-PE

"4 15'-7

C10X25 C10X25

TYP.

C10X25

THIS SHEET

SEE DETAIL

IDENTIFACTION TAG

•" END P

HEX SCREWS

COUNTERSUNK FLATHEAD

ZINC PLATED

…" DIA. ASTM A307

AND TAPPED TO ACCEPT

•" END PLATE DRILLED

SEE NOTE 6

UHMW-PE

•" THICK

SIZE TO FIT

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

FABRICATED XXXX

XX,XXX LBS

NEEDLE BEAM

KRL AUXILIARY LOCK

FABRICATED XXXX

XX,XXX LBS

NEEDLE BEAM

KRL AUXILIARY LOCK

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SCALE: 1•"=1'-0"

SCALE: 1•"=1'-0"

SECTION

SCALE: 1•"=1'-0"

SECTION

VIEW

S-201

A

S-201

B

S-201

C

D

SCALE: 3"=1'-0"

SECTION

D

GROOVE DETAIL

DOWNSTREAM FLANGE

SCALE: 6"=1'-0"

0 6" 1' 2'

SCALE: 1- •" = 1'-0"

SCALE: 3" = 1'-0"

12"9"6"3" 0

SCALE: 6" = 1'-0"

4"2"1"

SCALE: 3"=1'-0"

BOLT LAYOUT

L

LL

"2

R

TYP.

T Y P

LEND P

L

R

‚ TYP.

100% M.T.

TYP.

100% M.T.

LL

… TYP.

100% M.T.

R 6…"

BOX BEAM

L

L

L

L

‚ TYP.

100% M.T.

L

SEE NOTE 5

TYP.

100% U.T.

CJP

Š TYP.

100% M.T.

L

L

L

R

T Y P

SEE NOTE 5

TYP.

100% U.T.

CJP

L

* SEE NOTE 4

T Y

P

SCALE: 3"=1'-0"

DETAIL

IDENTIFICATION TAG

L

AFFECTED.

ACCOMPLISHED PRIOR TO MOUNTING ON THE BOX BEAM TO ENSURE BOX BEAM FLANGE IS NOT

GALVANIZED SOCKET FLAT HEAD COUNTERSUNK BOLT. DRILL AND TAPPING IN C10X25 SHALL BE

C10X25 MEMBER SHALL BE DRILLED AND TAPPED TO ACCEPT •" DIA. ASTM A307 HOT DIP7.

PLATES SHALL BE MOUNTED ON EACH •" END PLATE.

MEASURED WEIGHT. XXXX IS A PLACEHOLDER FOR THE YEAR OF FABRICATION. IDENTIFICATION

CUT •" LETTERING X ‚" DEEP IN UHMW-PE PLATE. XX,XXX LBS IS A PLACEHOLER FOR FINAL6.

BACKING BAR MATERIAL SHALL BE ASTM A709 GRADE 50 F2.5.

NOT GROOVED.

PROVIDED BETWEEN THE GROOVE AND THE PORTION OF THE DOWNSTREAM FLANGE WHICH IS

ENDS OF BEAM AS SHOWN. GROOVES SHALL BE 2'-6" LONG AND A SMOOTH TRANSITION SHALL BE

1"X†" GROOVE SHALL BE MADE ON BOTH SIDES OF THE DOWNSTREAM FLANGE PLATE AT BOTH4.

BOX BEAM REFERS TO THE UPSTREAM FLANGE, DOWNSTREAM FLANGE, AND BOTH WEB PLATES.3.

WALKWAY NOT SHOWN FOR CLARITY.2.

FOR GENERAL NOTES, SEE SHEET S-201.1.

NOTES:

C L

C

TYP.

100% U.T.

CJP

"2 15'-1011'-9"11'-9""2

30'-0"

BEAM C

NEEDLE

ABT. C

SYM.

(FCM)

LIFTING LUG

C7X12.25

C7X12.25

TYP.

S5X10

TYP.

LOCATION

HANDRAIL POST

BEAM C

NEEDLE

ABT. C

SYM.

TP.

WT6X15

TYP.

(FCM)

BOX BEAM

(FCM)

LIFTING LUG

TYP.

INSERT

HANDRAIL POST

TYP.

BEARING BLOCK

UHMW-PE

TYP.

C7X12.25

TYP.

(FCM)

BOX BEAM

1'-6""4 32'-61'-6" 1'-6"5'-8"5'-8"1'-6"

4"

5'-8"1'-6"

4"

TYP.

SEE NOTE 7

…"X6" KICK P

TYP.

SEE NOTE 7

…"X6" KICK P

TYP.

SEE NOTE 6

PIPE HANDRAIL

2" DIA. XX STRONG GALV.

"4

"2

TYP.

C10X25

TYP.

SEE NOTES 3 - 5

1•" COMPOSITE GRATING

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

4 6

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PLAN VIEW

SCALE: ƒ"=1'-0"

UPSTREAM ELEVATION

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

J A

W

J A

W

S-501

W A

L K

W A

Y P

L A

N E

L E

V A

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60'-0" OUT TO OUT OF NEEDLE BEAM

L

L

L

L

L

L

A

S-502

S-502

S-502

B

S-502

FOR CLARITY

* HANDRAIL NOT SHOWN

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RECOMMENDATIONS AND SHALL EXTEND FULL LENGTH OF SUPPORTING CHANNELS.

GRATING SHALL BE FASTENED TO WALKWAY FRAMING AS PER MANUFACTURER'S 4.

APPROVED EQUAL AND SHALL HAVE A DEPTH OF 1•".

GRATING SHALL BE PULTRUDED DURAGRID ECONOMY 5000 COMPOSITE GRATING OR3.

AND WALKWAY LEVEL.

PLAN VIEW AND ELEVATION VIEW SHOWN WITH BOX BEAM IN INSTALLED POSITION2.

FOR GENERAL NOTES, SEE SHEET S-001.1.

TYP.

C L

C

…"X6" KICK PLATE SHALL BE PAINTED YELLOW.7.

HANDRAIL SHALL ONLY BE PROVIDED ON ONE SIDE OF WALKWAY AS SHOWN.6.

EACH SIDE OF LUGS.

AT LOCATION OF EACH LIFTING LUG WITH MINIMUM 1'-0" CLEARANCE ON

GRATING SHALL BE ARRANGED SUCH THAT ONE SECTION MAY BE REMOVED5.

1•" COMPOSITE GRATING

TYP.

…"X6" KICK P

TYP.

C7X12.25

TYP.

WT6X15

GALV. PIPE POST

2" DIA. XX STRONG

S5X10

(FCM)

BOX BEAM

BEARING BLOCK

UHMW-PE

HSS3X3X‚

" INSIDE KICK PLATES8

74'-

"2

"8

…"X6" KICK P

2"

S5X10

(FCM)

BOX BEAM

WT6X15

"16

‚" STIFFENER P

‚" STIFFENER P

HSS3X3X‚

GALV. PIPE POST

2" DIA. XX STRONG

(FCM)

BOX BEAM

C7X12.25

…"X6" KICK P

C7X12.25

& ‹" DIA. PIN HOLE

C ƒ" DIA. DRAIN HOLE

5…"X4"X‚" P

5…"X4"X‚" P

5…"X4"X‚" P

GALV. PIPE POST

2" DIA. XX STRONG

HSS3X3X‚

HITCH PIN

RESISTANT PIN AND

…" DIA. CORROSION

‹" DIA. FOR

& PIPE POST

DRILL HSS3X3X‚

WEB

C7X12.25

4"

HSS3X3X‚

"2

‚" P

TYP.

6ƒ"X7•"X•" P

6ƒ"X7•"X•"P

(FCM)

BOX BEAM

•" P

C7X12.25

…"X6" KICK P

3"

"2

HOLES

Œ" DIA.

(FCM)

BOX BEAM

TYP.

WEB STIFFENER

TYP.

BEARING BLOCK

UHMW-PE

TYP.

VENT HOLE

C 4" DIA.

8'-0"11'-10•""2 15'-1

BEAM C

NEEDLE

ABT. C

SYM.

VENT HOLES

(FCM)

BOX BEAM

TYP.

WEB STIFFENER

TYP.

BEARING BLOCK

UHMW-PE

BEAM C

NEEDLE

ABT. C

SYM.

DRAIN HOLES

TYP.

DRAIN HOLE

C 4" DIA.

SEE NOTES 3 - 5

VENT HOLE PLUG

4'-0""2 13'-10"2

13'-1

(FCM)

UPPER WEB P

(FCM)

UPPER WEB P

(FCM)

LOWER WEB P

2"

6"

"8

1"

TYP.

WASHER & NUT (GALV.)

BEVEL WASHER, FLAT

ASTM A307 BOLT WITH

•" DIA. HEAVY HEX HEAD

3'-10" CLEAR BETWEEN CHANNELS

C10X25

TYP.

C10X25

TYP.

C10X25

„" RUBBER GASKET

ˆ" DEEP GROOVE FOR

S O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

5 6

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N S D

E T

A

IL

S .d g n

H E

C X J

A W

.1

:1

/2

/2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-J

U L -2

N A

W H

A R

IV

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

R

M E

T L

O C

K S A

N D D

A M

B E

L L E

W V

A U

X

IL

IA

R Y L

O C

K N

E E

D B

E

SCALE: •"=1'-0"

J A

W

J A

W

S-502

SCALE: 1•"=1'-0"

SECTION

S-501

A

DETAIL

S-501

SCALE: 3"=1'-0"

DETAIL

S-501

VENT HOLE LAYOUT

UPPER WEB PLATE

SCALE: •"=1'-0"

DRAIN HOLE LAYOUT

LOWER WEB PLATE

L

L

L

L

VIEW

S-501

B

SCALE: 6"=1'-0"

PLUG DETAIL

VENT HOLE

MAKE 8

N.T.S.

N.T.S.

L

‚ TYP.

100% M.T.

‚TYP.

25% M.T.

‚ TYP.

25% M.T.

L

TYP.

25% M.T.

‚TYP.

100% M.T.

‚ TYP.

100% M.T.

L

L

L

L

L

C

SCALE: 3"=1'-0"

SECTION

C

1" R

TYP.

L

TYP.

L

L

TYP.

0 1' 2' 4'

SCALE: •" = 1'-0"

0 6" 1' 2'

SCALE: 1- •" = 1'-0"

L

L

L

WITH VENT HOLE PLUG INSTALLED

* VIEW SHOWN IS AT CENTERLINE OF VENT HOLE

L

L

L

4 SPA. @ 4'-0" = 16'-0"

L

L

L

SCALE: 3" = 1'-0"

12"9"6"3"

SCALE: 6" = 1'-0"

4"2"1"

OR BE SECURELY FASTENED TOGETHER.

AND SHALL BE FABRICATED FROM A SINGLE PIECE OF MATERIAL

VENT HOLE PLUG SHALL BE UHMW-PE OR APPROVED ALTERNATIVE5.

NEEDLE BEAM.

VENT HOLE PLUGS SHALL BE REMOVED PRIOR TO INSTALLATION OF4.

NEEDLE BEAM IS NOT IN USE.

NOT SHOWN FOR CLARITY. VENT HOLES SHALL BE INSTALLED WHEN

ONE VENT HOLE PLUG SHOWN. REMAINDER OF VENT HOLE PLUGS3.

POSITION AT A 2:12 SLOPE AS SHOWN.

WALKWAY SHALL BE LEVEL WHEN BOX BEAM IS IN THE INSTALLED2.

FOR GENERAL NOTES, SEE SHEET S-201.1.

NOT SHOWN

* WALKWAY

W A

L K

W A

Y D

R A

IN

H

O L E

S

S E

C T

IO

N S D

E T

A

IL

S

SHOWN FOR CLARITY

* HANDRAIL POST NOT

S -5

W

A L

K W

A Y D

R A

IN

H

O L E

S S

E C

T

IO

N S D

E T

A

IL

S .d g n

B

C

D

E

F

(J) (K)

(L)

G

H

(M) (N)(O)

P

Q

R

S

(T) OUT TO OUT OF NEEDLE BEAM

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

DIMENSION DIMENSION DIMENSION

G

F

E

D

C

B

A

CALL OUT

O

N

M

L

K

J

H

CALL OUT

T

S

R

Q

P

CALL OUT

BOTTOM

MIDDLE

TOP

BOTTOM

MIDDLE

TOP

LOCATION

LOCATION

DOWNSTREAM FLANGE

UPSTREAM FLANGE

DOWNSTREAM FLANGE

UPSTREAM FLANGE

LOCATION

6 6

IP

P

W P :d

\S -8

C

O N

T R

O L D

IM

E N

S

IO

N S .d g n

H E

C X J

A W

.1

:1

/2

/2 g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \d e s ig n s c ri p t\ s td v .p e n g lr h w o rk s p a c e \w o rk s p a c e \p ro je c tw is e i n te rp lo t o rg a n iz e r\ m is c \c o lo r\ b w .c tb

-J

U L -2

N A

W H

A R

IV

N T

IN

G T

O N D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

A U

X

IL

IA

R Y L

O C

K N

E E

D B

E

PLAN VIEW

SCALE: ƒ"=1'-0"

UPSTREAM ELEVATION

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

J A

W

J A

W

S-801

S -8

C

O N

T R

O L D

IM

E N

S

IO

N S .d g n

C O

N T

R O

L D

IM

E N

S

IO

N

* WALKWAY NOT SHOWN

FOR CLARITY

* WALKWAY NOT SHOWN

C L

C