10-R-0050 Drawings Pkg 6.pdf

PDF 2 MB Posted Jul 23, 2010

Attached to: MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) GREATER NEW ORLEANS AND SOUTHERN LOUISIANA HURRICANE PROTECTION AND RESTORATION
Solicitation number: W912P8-10-R-0050
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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10-R-0050 Drawings Pkg 2.pdf	PDF	Jul 23, 2010
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10-R-0050 Drawings Pkg 8.pdf	PDF	Jul 23, 2010

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S-05

V A

L V

E P

L A

T F

O R

P L

A N A

N D E

L E

V A

SCALE:3/8"=1’

2’ 4’ 6’

PER SPECIFICATIONS.

ALL PLATFORM COMPONENTS (EXCEPT GRATING & STAIR TREADS) SHALL BE PAINTED7.

CLIP @ 18" O.C.

SELF-DRILLING FASTENRS (INCLUDING WASHER) & C.R.S. SADDLE

1" GRATING TO BE ATTACHED TO FRAMING WITH C.R.S. 16

3"x2 116.

WELD ALL AROUND.

" FILLET4

1HANDRAIL STANCHIONS TO BE WELDED TO C10 FLANGES WITH 5.

" FILLET WELDS ALL AROUND.16

3HANDRAILS TO BE WELDED WITH 4.

ALL AROUND.

" FILLET WELD4

1PIPE BRACING TO BE WELDED TO COLUMNS WITH 3.

COPE FLANGES AS REQ’D. TO ACHIEVE FRAMING CONFIGURATION SHOWN.2.

ALL AROUND. TOP FLANGE WELDS TO BE BUTT WELDS, GROUND FLUSH.

" FILLET WELDS4

1ALL FRAMING MEMBERS TO BE WELDED WITH 1.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

V a lv e

P la t f o r m n .d g n

D A

T E

A M

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

S -0

V a lv e P la tf o rm P la n .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

" = 1’-0"8

3SCALE:

ENLARGED PLAN - VALVE PLATFORM

DISCHARGE TUBE

C/L EXIST. 30"

DISCHARGE TUBE

C/L EXIST. 48"

DISCHARGE TUBE

C/L EXIST. 48"

C10x15.3

C x .3

5’-9" 8’-6"

14’-3"

S T

3’-4" 2’-0" 3’-2"

2’-10" 3’-0" 2’-8"

OPEN

OF PUMP STATION

EXTERIOR WALL

"4 11 "4

11"4 34’-1 "4

34’-1

"4 11 "4

34’-1 "4 34’-1 "4

8’-6"

P A

C E

C x .3

P A

C E

C/L COLS. & HANDRAIL

C/L COL.

C/L COLS. & HANDRAIL

S P

A C

S T

A N

C H

(H A

N D

R A

S P

A C

S T

A N

C H

(H A

N D

R A

SPACING)

STANCHION

(HANDRAIL

T O E

H A

N D

R A

R E

Q ’D S

T A

A D

N E

W S

T A

N C

N S

R E

M O

V E E

H A

N D

R A

O I

N S

T A

L L

EXIST. STAIR

MIN. CAPACITY 100 PSF.

GALV. STEEL GRATING.

SERRATED16

3x2

3’-5" 4’-0"

"=1’-0"8

3SCALE:

SECTION - VALVE PLATFORM

WALKWAY

EXIST.

VALVES

C/L REQ’D.

L R

T.O.S.

HANDRAIL (TYP.)

" SCH. 40 PIPE2

HANDRAIL (TYP.)

" SCH. 40 PIPE2

@11"=2’-9"

3 TREADS

STANCHION (TYP.)

" SCH. 80 PIPE2

(TYP. 8 PLACES)

"x6"x6"4

3CAP PL

48" I.D. PIPE

TOP OF EXIST.

T.O.C.

Y P

PL (TYP.)

COL. TO CAP

PL (TYP.)

C10 TO CAP

TOE PL

"x3" F.B.2

1’-6" SQ.

E H

S S .5 x .2

E H

S S .5 x .2

SEE DWG. S-06

BRACING (TYP.)

PIPE HSS 4.0x0.237

E R

T.O. GRTG.

GRTG.

GALV.

"16 3"x2

" FILLET FIELD WELD4

1WITH

WELD TO STAIR CHANNELS

EXP. ANCHORS (4" EMB.).

5W/ (2)

1STAIR ANGLE CLIP 3x3x

(8 PILES REQ’D.)

40’ MIN. LENGTH

PINE TIMBER PILE

CLASS 5 SOUTHERN

GRADE

EXIST.

FIELD VERIFY

EXIST. GRADE

FIELD VERIFY

EXIST. GRADESEE DWG. S-06

GRADE BEAM.

1’-6" SQ.

HOOK @ TOP

INTO PILE. STD.

2-#4 BARS DRIVEN

G R

O U

T O

R A

P P

R O

V E

D E

Q U

A L

T Y

S U

R E G

H P

E R

F O

R M

A N

C E

D A

Y T

O N S

U P

E R

EQUAL (8" EMB.) (TYP.)

BY SIMPSON OR APPROVED

" WEDGE ANCHOR2

1W/ (4) x11x114

3BASE PL

REMOTE

LOCAL

(YES)

OPEN

(NO)

Limitorque

S-06

V A

L V

E P

L A

T F

O R

P L

A N A

N D I S

O M

E T

SCALE:3/8"=1’

2’ 4’ 6’

0 4’ 8’ 12’

SCALE:3/16"=1’

0 1’ 2’

SCALE:1"=1’

SPECIFICATIONS.

CONTRACTOR SHALL TOUCH UP AND RE-PAINT ALL MEMEBERS AFFECTED BY FIELD WELDING PER3.

PLATFORM.

BY THE CONTRACTING OFFICER. SHOP DRAWINGS ARE REQUIRED PER SPECIFICATIONS FOR THE

ANY ALTERNATE DESIGN MUST BE APPROVED BY A REGISTERED PROFESSIONAL ENGINEER AND

GOVERNMENT) FOR WIDE FLANGE OPTIONS FOR HORIZONTAL MEMBERS OR OTHER MEMBERS.

THE CONTRACTOR MAY PROVIDE AN ALTERNATE DESIGN (AT NO ADDITIONAL COST TO THE2.

THE CONTRACTOR SHALL PROVIDE SHOP FABRICATION FOR THE OPERATING PLATFORM.1.

FABRICATION NOTES:

S O

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R

D A

T E

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U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

V a lv t f o m

D t a il s .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

S -0

V a lv e P la tf o rm D e ta il s .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

"2 18’-3

E H

S S .0 x .2

E H

S S .0 x0 .2

PIPE HSS4.0x0.237

E H

S S .0 x .2

E H

S S .0 x .2

E H

S S .0 x .2

E H

S S .0 x .2

E H

S S .0 x .2

E H

S S .0 x0 .2

E H

S S .0 x0 .2

"2 18’-3

(TYP. 8 PLACES)

PIPE HSS4.5x0.237 COL.

"2 19’-9

G R

A D

E B

E A

M T .O .C E

L )2 .6

R A

D E B

E A

M T .O .C E

L )2 .6

G R

A D

E B

E A

M T .O .C E

L )1 .2

R A

D E B

E A

M T .O .C E

L )1 .2

SLOPING GRADE BEAM

TYP.

CORNERS

TYP. ALL

CLASS 5 TIMBER PILE (8 REQ’D.)

"=1’-0"8

3SCALE:

FOUNDATION PLAN - GRADE BEAMS

"=1’-0"8

3SCALE:

BELOW DISCHARGE PIPES

HORIZONTAL BRACING

C/L OF PIPE (TYP.)

x9"x0’-9" @8

5PL

TYP.

SLOT PIPE (TYP.)

" = 1’-0"16

3SCALE:

FRAMING ISOMETRIC

C10

NOT SHOWN FOR CLARITY

SHOWN. INTERIOR FRAMING MEMBERS

ONLY PRIMARY FRAMING MEMBERS ARE

NOTE:

E H

S S .5 x .2

E H

S S .5 x .2

E H

S S .5 x .2

E H

S S .5 x .2

E H

S S .5 x .2

E H

S S .5 x .2

E H

S S .5 x .2

E H

S S .5 x .2

PIPE HSS4.0x0.237 HORIZ. BRACING (TYP.)

1’-6" SQ. CONC. GRADE BEAM (TYP. )

CLASS 5 TIMBER PILE (TYP.)

x9x0’-9" PL (SIM. TO HORIZ. BRACING - SEE PLAN THIS SHEET) (TYP.)8

5FIELD WELD TO

PIPE HSS4.0x0.237 SLOTTED VERT. BRACING FRONT SIDE & BACK SIDE.

PIPE HSS4.0x0.237 (TYP.)

9" 9"

1’-6"

CLASS 5 TIMBER PILE

#3 TIES @ 18" O.C.

(3) #5 CONT. T. & B.

SCALE: 1"=1’-0"

SECTION

SCALE: 1"=1’-0"

DETAIL

2’-0"

" #5 CONT.

#5 CONT.

#5 T. & B.

2’-0"

3’ -0

S-07

0 1’ 2’ 3’

SCALE:3/4"=1’

F R

A M

E D S

H E

E T P

P E

N E

T R

A T

N F

O R

F O

R D

C H

A R

G E P

E S

SCALE:1-1/2"=1’

0 6" 1’ 2’

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

S h e e t p il e

P e n e t r a t io n .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

S -0

S h e e tp il e P e n e tr a ti o n .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

C H

A R

G E T

U B

E x .3

W .T

C /L E

T "I .D

C H

A R

G E T

U B

E x .3

W .T

C /L E

T I.

C H

A R

G E T

U B

E x .3

W .T

C /L E

T "I .D

"4 34’-0 "4

32’-6 "4 34’-0 6"6"

1HSS18x6x

H S

S x x

H S

S x x

1HSS10x4x

H S

S x x

H S

S x x

U T I

L F

H S

S x x

U T

L F

H S

S x x

EQ. EQ. EQ. EQ.

" SKIN PL8

"=1’-0"4

3SCALE:

ELEVATION - FRAMED SHEET PILE PENETRATION

3’-0" 3’-0"

6’-0"

SHEET PILE

PZC18 STEEL

SHEET PILE

PZC18 STEEL

SHEET PILE

PZC18 STEEL

SHEET PILE

PZC18 STEEL

U T

L F

H S

S x x

U T

L F

H S

S x x

1 2

"=1’-0"4

3SCALE:

SECTION

"=1’-0"4

3SCALE:

SECTION

SHEET PILE NOT SHOWN

SIM.

6’-0"

(FIELD VERIFY PRIOR TO FABRICATION)

318’-3

(FIELD VERIFY PRIOR TO FABRICATION)

" W.T. PIPE8

3NEW 30"I.D. x

" W.T. or8 3NEW 48"I.D. x

TYP.

o r

PRIOR TO ORDERING (TYP.)

FLANGE MATCHES O.D. OF PIPE

VERIFY BORE DIAMETER OF

FLANGE. CONTRACTOR TO

CLASS 125 SLIP-ON WELD PIPE

(TYP. 12 PLACES)

TO EXIST. PIPES IS COMPLETE

REMOVE AFTER CONNECTION

TRANSPORT (TACK WELD)

TEMPORARY STIFF. PL FOR

(FIELD VERIFY)

PIPE INVERT

MATCH EXIST.

BRACING; SEE SHEET S-01 BRACING; SEE SHEET S-01

OPP. HAND

SIM.

HAND

OPP.

SIM.

TUBE (TYP.)

BEAM TO

Y P

N.S. & F.S.)

10 PLACES

" (TYP.8

5PL

TYP.

SHEET PILE

PZC18 STEEL

=1’-0""2

11SCALE:

DETAIL

W .T P

"I .D x

W .T o r

"I .D x

5PL

HSS18x6

HSS10x4

5 CONT.

=1’-0""2

11SCALE:

DETAIL

SHEET PILE

PZC18 STEEL

HSS18x6

HSS10x4

5PL

5"5"

IN HALF) (TYP.)

HSS10x4 (CUT

CAP PL (TYP.)8

TYP.

" SLOT8

7 " SLOT8

NOTE 1 BELOW)

CASING FILLER (SEE

RECOMMENDATIONS. AFTER INSTALLATION IS COMPLETE, ALL HOLES FOR PUMPING AND VERIFICATION SHALL BE FIT WITH A THREADED PLUG.

DRILL & TAP HOLES @ 24" O.C. (MAX.) FOR INSTALLATION OF CASING FILLER. THE CASING FILLER SHALL BE INSTALLED PER MANUFACTURER’S 2.

CASING FILLER SHALL BE TRENTON FILL-COAT NO. 2 CASING FILLER (BY TRENTON CORP.) OR APPROVED EQUAL.1.

NOTES:

NOTE 1 BELOW)

CASING FILLER (SEE

(TYP.)8

CONT.

TYP.

S E

E N

O T

E B

E L

O W

E L

O W

S E

E N

O T

" (TYP.)8

S-08

GENERAL NOTES: LEGEND:

- RECT. BOX DRAIN

" x 5" x 8" DEEP OBLONG HOLE2 1- 2

0 4’ 8’ 12’

SCALE:3/16"=1’

- 14" PRESTRESSED CONCRETE PILE

OFFICER.

FINISH. THE METHODS, EQUIPMENT, AND FINAL FINISH ARE TO MEET THE APPROVAL OF THE CONTRACTING FINISH OF CONCRETE: FINAL FINISH OF DECK SHALL BE A TINE FINISH. CAPSILLS SHALL RECEIVE A STEEL TROWEL

SPECIFIED TO BE ZINC COATED SHALL BE IN COMFORMANCE WITH ASTM DESIGNATION A153.

MISCELLANEOUS STEEL: PLATES, TIE-RODS AND DRIFT BOLTS SHALL COMFORM TO ASTM DESIGNATION A36. STEEL

ARE TO BAR CENTERS UNLESS OTHERWISE NOTED.

FABRICATED REINFORCING STEEL ARE OUT TO OUT. ALL OTHER DIMENSIONS RELATING TO REINFORCING STEEL REINFORCING STEEL: REINFORCING STEEL SHALL BE GRADE 60 UNLESS OTHERWISE NOTED. DIMENSIONS FOR

SLABS WILL BE MATCH POURED.

STRUCTURAL CONCRETE: CONCRETE SHALL BE LADOTD CLASS "P", 5000 P.S.I. OR APPROVED EQUAL. ALL DECK

BRIDGE SHALL BE "WASKEY" TYPE OR APPROVED EQUAL.

P R

E C

A S

T C

O N

C R

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G E

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A T

N P

L A

N A

N D N

O T

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

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B E

S U

B M

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D B

P L

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C A

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P L

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A T

D A

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M A

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D E

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C O

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

B r id g n .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

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U L T

G E

N G

E E

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L D

H U

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U N

H -4 -4

-7 d -m

S -0

B ri d g e P la n .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

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D E

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D O

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G S

T A

TRANSITION BARRIER

LEFT THRIE-BEAM

BARRIER "B"

INTERMEDIATE

TRANSITION BARRIER

RIGHT THRIE-BEAM

BARRIER "A"

INTERMEDIATE

TRANSITION BARRIER

LEFT THRIE-BEAMBARRIER "B"

INTERMEDIATE

TRANSITION BARRIER

RIGHT THRIE-BEAM

BARRIER "A"

INTERMEDIATE

BARRIER "A"

INTERMEDIATE

BARRIER "B"

INTERMEDIATE

C/L ROADWAY

" EXP. JT.2

25’-0" SPAN

5 - 25’-0" SPANS = 125’-0"

25’-0" SPAN 25’-0" SPAN

" EXP. JT.2

1" EXP. JT.2

2010 YEAR PLATE

BARRIER "B"

INTERMEDIATE

BARRIER "A"

INTERMEDIATE

(4 REQUIRED EACH SPAN)

" EXP. JT.2

O .T .O

C L E

A R C

R O

W N

E D R

O A

D W

A Y

’-1

O .T .O

(ACTUAL SLAB LENGTH)

"16

24’-6

(C.T.C

. CAPSILL

SPACING)

24’-7

(INT. SPANS ONLY)

RECT. BOX DRAIN

"2 124’-11"2

124’-11 "2 124’-11 "2

124’-11 "2 124’-11

C/L ROADWAY

2010 YEAR PLATE

(INT. SPANS ONLY)

RECT. BOX DRAIN

"=1’-0"16

3SCALE:

ORIENTATION PLAN

BARRIER "A"

INTERMEDIATE

BARRIER "B"

INTERMEDIATE

BARRIER "A"

INTERMEDIATE

BARRIER "B"

INTERMEDIATE

BARRIER "B"

INTERMEDIATE

BARRIER "A"

INTERMEDIATE

BARRIER "B"

INTERMEDIATE

BARRIER "A"

INTERMEDIATE

SEE DWG. S-15

APPROACH SLAB

SEE DWG. S-15

APPROACH SLAB

BENT 6BENT 5BENT 4BENT 3BENT 1 BENT 2

1 5

C/L ROADWAY

O .T .O

’-1

C/L ROADWAY

1 5

"=1’-0"16

3SCALE:

PILE PLAN

25’-0" SPAN 25’-0" SPAN

C/L BENT 6C/L BENT 5C/L BENT 4C/L BENT 3C/L BENT 2C/L BENT 1

’-1

BRIDGE PERIMETER

25’-0" 25’-0" 25’-0" 25’-0" 25’-0"

L.R.A.R.B. STA. 105+46.21

STA. 5+45.31,OFFSET 195.67’ RT. (P.B. STA.)

L.R.A.R.B. STA. 106+71.21

STA. 6+36.25, OFFSET 281.38’ RT. (P.B. STA.)

L.R.A.R.B. STA. 105+46.21

(P.B. STA.)

STA. 5+45.31,OFFSET 195.67’ RT.

L.R.A.R.B. STA. 106+71.21

(P.B. STA.)

STA. 6+36.25, OFFSET 281.38’ RT.

S-09

SCALE:3/4"=1’

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IDENTIFICATION

SHEET

D A

T E

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P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

B r id g c t io n .d g n

D A

T E

New Orleans District

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PRECAST CONCRETE CAPSILL

2’-0" X 2’-4" X 31’-8"

DOWEL PINS (TYP.)

#8 X 1’-4" REBAR (BLACK)

DRAIN (TYP.)

RECT. BOX

(BLACK) PILE PIN (TYP.)

#10 X 2’-4" REBAR

VERTICAL PILE VOID (TYP.)

1’-8" x 1’-8" x 11"

C/L CROWNED ROADWAY

OBLONG HOLE (TYP.)

" X 5" X 8" DEEP2

"4 32 "4

11’-1

1’-4"

30’-8" (O.T.O.)

28’-0" CLEAR CROWNED ROADWAY

14’-0" LANE 14’-0" LANE "4

11’-1

1’-4"

TARRED FELT. (CONTINUOUS)

2 LAYERS, NO. 30

CAPSILL

PRECAST CONCRETE

HOLE

DOWEL PINS (TYP.)

#8 X 1’-4" REBAR (BLACK)

2’-4"

V A

"=1’-0"4

3SCALE:

BRIDGE SLAB TO CAP CONNECTION

4" 1’-8" 4"

2’-4"

PILE PIN HOLE

REBAR PILE PIN

#10 x 2’-4" (BLACK)

"=1’-0"4

3SCALE:

CAPSILL TO PILE CONNECTION

"=1’-0"4

3SCALE:

TYPICAL SECTION AT INTERMEDIATE BENT

(PERPENDICULAR TO CENTERLINE OF ROADWAY)

OR APPROVED EQUAL

HIGH PERFORMANCE GROUT

DAYTON SUPERIOR SURE GRIP

OR APPROVED EQUAL)

GRIP HIGH PERFORMANCE GROUT

(FILL WITH DAYTON SUPERIOR SURE

" EXP. JOINT2

1SL-1 OR APPROVED EQUAL) &

POLYURETHANE JOINT SEALANT (SONOLASTIC

GROUT OR APPROVED EQUAL)

GRIP HIGH PERFORMANCE

DAYTON SUPERIOR SURE

HOLES IN CAP (FILL WITH

" X 5" X 8" DEEP OBLONG2

14" PRESTRESSED CONCRETE PILE

BEEN INSTALLED.

APPROVD EQUAL), AFTER PINS HAVE

GRIP HIGH PERFORMANCE GROUT (OR

FILL HOLES W/DAYTON SUPERIOR SURE

14" PRESTRESSED CONCRETE

EL. 0.00

" @ CROWN2

S-10

LEGEND:

- RECT. BOX DRAIN

0 1’ 2’ 4’

SCALE:1/2"=1’-0"

SCALE:1-1/2"=1’

0 6" 1’ 2’

SCALE:3/8"=1’

2’ 4’ 6’

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SHEET

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A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

E n la r g d n .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

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E n la rg e d P la n .d g n

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A .D .S

A .F .G

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B -1

B -2

B -3

B -4

B -5

B -6

(ALL INTERIOR SPANS)

INTERMEDIATE "BOLT-ON" BARRIER

" EXP. JT.2

1" EXP. JT.2

(INT. SPANS ONLY)

RECT. BOX DRAIN

(4 REQUIRED EACH SPAN)

"=1’-0""8

3SCALE:

ENLARGED PLAN - SINGLE SPAN

25’-0" SPAN

3’-0"4’-0" 4’-0" "16 57’-5"16

36’-6

"2 124’-11

"4 36’-2 12’-6" "4

36’-2

INTERMEDIATE SPAN SHOWN. END SPAN SIMILAR, NO DRAINS

NOTE:

C/L CROWNED ROADWAY

"2 124’-11

31’-11"

6" MIN. THREAD6" MIN. THREAD

EQUIP EACH TIE-ROD WITH THE FOLLOWING, 4-HEX NUTS, 2-FELT WASHERS & 2-OGEE WASHERS.NOTE:

"=1’-0"2

1SCALE:

(20 TOTAL REQUIRED)

SEE "INSET"

7 2

" V

A R

"=1’-0"2

1SCALE: 1

LONGITUDINAL KEYED JOINT

" CHAMFER (TYP.)2

SCALE: N.T.S.

INSET

SL-1 OR APPROVED EQUAL)

SEALANT (SONOLASTIC

POLYURETHANE JOINT

S-11

0 1’ 2’ 4’

SCALE:1/2"=1’-0"

0 1’ 2’ 3’

SCALE:3/4"=1’

LEGEND:

APPROVED EQUAL

BY DAYTON/RICHMOND OR

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

P a n e l

R e in f o r c e m e n t .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

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P a n e l R e in fo rc e m e n t.

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#5 BARS (TYP.)

502 BARS (TYP.)

#9 BARS (TYP.)

(TYP.)

" CLR.2

508 BAR (TYP.)

#5 BARS (TYP.)#4 BARS (TYP.)

502 BARS (TYP.)#9 BARS (TYP.)602 BAR #6 BARS (TYP.)

508 BAR (TYP.)

#4 BARS (TYP.)

602 BAR #6 BARS (TYP.)

(TYP.)

2’-0"

INT. SIDE

EXT. SIDE

(TYP.)

2’-0"

P A

C E

P A

C E

T Y

10 SPACES = 12’-0"

"4 312’-5

"2 124’-11

"4 312’-5

24 SPACES @ 6" = 12’-0" "4

"=1’-0"2

1SCALE:

PLAN - 5’-0" INTERIOR PANEL

HALF PLAN

(SHOWING BOTTOM REINFORCING)

HALF PLAN

(SHOWING TOP REINFORCING)

"2 124’-11

"4 312’-5

24 SPACES @ 6" = 12’-0" "4

3524 SPACES @ 6" = 12’-0"

"4 312’-5

P A

C E

(T Y

(TYP.)

2’-0"

(TYP.)

" CLR.2

P A

C E

"=1’-0"2

1SCALE:

PLAN - 5’-4" EXTERIOR PANEL

HALF PLAN

(SHOWING BOTTOM REINFORCING)

HALF PLAN

(SHOWING TOP REINFORCING)

#6 BARS (TYP.)

#5 BARS (TYP.)

#6 BARS (TYP.)

#5 BARS (TYP.)

5’-0"

(5 - #4 BARS)

4 SPACES = 4’-6"3" 3"

V A

5’-0"

(10 - #9 BARS)

9 SPACES = 4’-6"3" 3"

(TYP.)

" CLR.2

(T Y

C L

"=1’-0"4

3SCALE:

5’-0" INTERIOR PANEL REINFORCEMENT

(10 - #4 BARS)

9 SPACES = 4’-10"

5’-4"

3" 3"

(13 - #9 BARS)

12 SPACES = 4’-10"

5’-4"

(TYP.)

" CLR.2

(T Y

C L

"=1’-0"4

3SCALE:

5’-4" EXTERIOR PANEL REINFORCEMENT

"=1’-0"4

3SCALE:

508 BAR

"=1’-0"4

3SCALE:

502 BAR

1’-10"

"4 31’-11

"=1’-0"4

3SCALE:

602 BAR

1’-10"

3/8"

TOP OF SLAB

IN BOTTOM OF SLAB

LONGITUDINAL BARS

BOTTOM REINFORCING BARS, AS SHOWN.

BE HOOKED UNDER AND SECURELY WIRED TO

ALL FOUR LEGS OF THE LIFTING INSERT SHALL

OR APPROVED EQUAL)

(DAYTON SUPERIOR CORP.

SCALE: N.T.S.

LIFTING INSERT DETAIL

S-12

SCALE:1/2"=1’-0"

0 1’ 2’ 3’

SCALE:3/4"=1’

LEGEND:

" x 5" x 8" DEEP OBLONG HOLE2 1- 2

EQUAL (4 REQ’D. EACH CAPSILL)

BY DAYTON/RICHMOND OR APPROVED

1- 1

- 14" PRESTRESSED CONCRETE PILE

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

C a p s il l

R e in f o r c e m e n t .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

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C a p s il l R e in fo rc e m e n t.

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(TOP & BOTTOM)

#8 BARS

801 "L" BARS

(TYP. EACH SIDE)

#5 BAR

802 "U" BARS 803 "U" BARS 801 "L" BARS

(TYP. EACH SIDE, T & B)

ADDITIONAL #8 BAR

LOCATION

PIECEMARK

802 "U" BARS

"4 33’-7 "2

18’-1 "2 18’-1 "2

18’-1 "4 33’-7

31’-8"

6’-6"

OBLONG HOLE (TYP.)

" X 5" X 8" DEEP2

"=1’-0"2

1SCALE:

PLAN - PRECAST INTERMEDIATE CAPSILL

(6 REQUIRED - SEE SKEW GEOMETRY FOR TIE-DOWN HOLE LOCATIONS)

31’-8"

(401 & 402 STIRRUPS)

36 SPCS = 2’-4 2’-0" 2’-0"

(401 & 402 STIRRUPS)

36 SPCS = 2’-4

(TYP.)

2" CLR.

4’-10"

31’-8"

11’-0" 11’-0" 4’-10"

"=1’-0"2

1SCALE:

ELEVATION - PRECAST INTERMEDIATE CAPSILL

(6 REQUIRED)

"VERTICAL" (TYP.)

DEEP PILE VOID

20" x 22" x 11"

EQUAL (TYP.)

LIFTING INSERT OR APPROVED

DAYTON/RICHMOND 1

(401 & 402 STIRRUPS)

112 SPCS = 6’-1 2’-0"

(401 & 402 STIRRUPS)

112 SPCS = 6’-1 2’-0"

(401 & 402 STIRRUPS)

112 SPCS = 6’-1

#5 BAR (TYP. EACH SIDE)

#4 STIRRUPS

(BUNDLED PAIRS IN CORNERS)

6 - #8 BARS (BOTTOM)

(TYP.)

2" CLR.

2’-4"

6" 10" 3"6"

"=1’-0"4

3SCALE:

CAPSILL REINFORCEMENT

4- #8 BARS (TOP)

"=1’-0"4

3SCALE:

401 STIRRUP

"=1’-0"4

3SCALE:

402 STIRRUP

2’-0"

"=1’-0"4

3SCALE:

801 "L" BAR

"=1’-0"4

3SCALE:

802 "U" BAR

6’-1"2’-5"

LIFTING INSERT DETAIL

SCALE: N.T.S.

OR APPROVED EQUAL

INSERT BY DAYTON/RICHMOND

S-13

SCALE:1/2"=1’-0"

0 1’ 2’ 3’

SCALE:3/4"=1’

SCALE:1-1/2"=1’

0 6" 1’ 2’

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

B a r r ie

D t a il s .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

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B a rr ie r

D e ta il s .d g n

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1’-

1’-1 2’-

8’- 0"

TRANSI

NGTH

"41

’-5

STD.

ARRI

RAI

TAPER

SLAB

GUTTER LINE

PLATEYEAR

(SEE DOTD STD. DETAIL YP-01)

YEAR PLATE

T " E

XP.

"41

’-1

"=1’-0"2

1SCALE:

BARRIER RAILING TRANSITION SCHEMATIC

(MIN.)

#5 BARS

(MIN.)

#5 BARS

SLAB

END OF

SLAB

END OF

(ACTUAL BARRIER LENGTH)

"4 112’-5

(TAPER)

"8 11’-8

VERTICAL FACE

2’-6" 8’-0" TRANSITION LENGTH "8

33 4 SPS. 4" 6 SPS. @ 4" 4"

(505 BARS)

7 SPS. @ 6" = 3’-6" 6"

(503 & 504 BARS)

8 SPS. = 3’-10" "2

B A

R R

S L

A B

"4 11’-8 "8

51’-10 2’-1" "8 32’-2 "16

32’-3 "16 51’-4

"16 32’-3"16

32’-3 "16 112"8

32’-"8 71’-8

1’-0"

C/L SPAN

(SEE ORIENTATION PLAN FOR LOCATION)

"=1’-0"4

3SCALE:

ELEVATION - LEFT THRIE-BEAM TRANSITION BARRIER (TL)

(SEE ORIENTATION PLAN FOR LOCATION)

"=1’-0"4

3SCALE:

ELEVATION - RIGHT THRIE-BEAM TRANSITION BARRIER (TR)

13 8’-0" TRANSITION LENGTH

(ACTUAL BARRIER LENGTH)

"4 112’-5

VERTICAL FACE

2’-6"

(TAPER)

"8 11’-8

(503 & 504 BARS)

8 SPS. = 3’-10"

(505 BARS)

7 SPS. @ 6" = 3’-6"6" 6 SPS. @ 4"

4 SPS.4" "4

B A

R R

S L

A B

"4 11’-8"8

51’-102’-1""8 32’-2"16

32’-3"4 11’-4

"16 32’-3 "16

32’-3 "16 92’-1 "8

32’- "8 71’-8 "8

71’-9"16

" 1’-0"

C/L SPAN

"16 92’-1"8

71’-9

"16 11’-0 "16

11’-0

10"

501 BAR

=1’-0""2

11SCALE:

503 BAR

=1’-0""2

11SCALE:

504 BAR

=1’-0""2

11SCALE:

505 BAR

=1’-0""2

11SCALE:

506 BAR

=1’-0""2

11SCALE:

"16

2’-5"

1’-8"

"2 14’-

=1’-0""2

11SCALE:

507 BAR

S-14

SCALE:3/4"=1’

SCALE:1-1/2"=1’

0 6" 1’ 2’

0 1’ 2’

SCALE:1"=1’

P R

E C

A S

T C

O N

C R

E T

E B

G E

P R

E C

A S

T I

N T

E R

M E

T E

B A

R R

R D

E T

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

In t e r m e d ia t

B a r r ie r s .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

S -1

In te rm e d ia te B a rr ie rs .d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

#5 BARS

SLAB

END OF

SLAB

END OF

S L

A B

B A

R R

(ACTUAL BARRIER LENGTH)

"4 112’-5

(501 BARS)

18 SPACES = 11’-10""4

33 "2

"32 11’-0 "4

11’-8 "8 51’-10 2’-1" "8

32’-2 "16 32’-3 "16

51’-4

"8 71’-9 "8

71’-8 "8 32’-0 "16

92’-1 "16 32’-3 "16

32’-3 "16

C/L SPAN

"=1’-0"4

3SCALE:

ELEVATION - INTERMEDIATE BARRIER "A"

(SEE ORIENTATION PLAN FOR LOCATION)

"=1’-0"4

3SCALE:

ELEVATION - INTERMEDIATE BARRIER "B"

(SEE ORIENTATION PLAN FOR LOCATION)

(501 BARS)

18 SPACES = 11’-10"

(ACTUAL BARRIER LENGTH)

"4 112’-5

S L

A B

B A

R R

"4 11’-4 "16

32’-3 "8 32’-2 2’-1" "8

51’-10 "4 11’-8 "32

11’-0

"8 71’-9"8

71’-8"8 32’-"16

92’-1"16 32’-3"16

32’-3"16

C/L SPAN

THR’D STUD (TYP.)

H.S. 4

SCALE: 1"=1’-0"

BARRIER SECTION @ 100" TRANSITION

1’-4"

"4 11’-1 "4

(TYP.)

" CLR.2

(TYP.)

#5 BARS

(TYP.)

507 BARS

505 BAR

AND TWO HEAVY HEX NUTS. (TYP.)

(TOP & BOTTOM) " PLATE WASHER 8

V A

VARIES

1’-4"

"2 15 2"

(TYP.)

" CLR.2

"8 74 6"

#5 BARS (TYP.)

501 BAR

8" PLATE

WASHER (TOP & BOTTOM) AND TWO

HEAVY HEX NUTS. (TYP.)

SCALE: 1"=1’-0"

BARRIER CONNECTION DETAIL

APPROVED EQUAL)

RE-CRETE 20 MIN. GROUT OR

STUD BLOCKOUT (FILL W/ DAYTON STUD BLOCKOUT (FILL W/ DAYTON

RE-CRETE 20 MIN. GROUT

OR APPROVED EQUAL)

SHEAR VOID DETAIL

SCALE: 1"=1’-0" SCALE: 1"=1’-0"

SHEAR KEY DETAIL

"16 91"16

19"16

"16 31’-0

SHEAR VOID

GUTTER LINE

BARRIER

KEY

SHEAR

"4 32"4

37"2

"16

C/L

=1’-0""2

11SCALE:

ELEVATION

OR APPROVED EQUAL

PERFORMANCE GROUT

DAYTON NON-SHRINK HIGH

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