2amplans.pdf

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IDENTIFICATION

SHEET

D A

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P R fiof Engineers

US Army Corps

N O

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0 30’ 60’

N

G D S

T R

U C

T U

R E P

S A

C C

E S

S R

O A

D

C1 SCALE 1" = 30’

GRAVITY DRAIN EXCAVATION

G R

A V

IT

Y D

R A

IN

E

X C

A V

A T

IO

N

BRYANTS CREEK

GENERAL SHEET NOTES

2. SEE SHEET C-106 FOR GRAVITY DRAIN FINAL GRADING.

1. EXCAVATION SLOPES MIN. 1V:2H.

E L . 4

.7

Y=1245571.88 X=743458.74

COFFERDAM

CONTRACTOR DESIGNED

E L .0

EL. 442.0

Y=1245589.60

X=743477.08

Y=1245541.91

X=743487.69

EXISTING CONTOURS

GRAVITY DRAIN STRUCTURE C/L

GRAVITY DRAIN SETBACK C/L

Y=1245559.63 X=743506.03

TOP OF EXCAVATION

BORING NWR-ED-15

J U

L Y

EXISTING LEVEE ALIGNMENT

Y=1245355.53 X=743685.40

Y=1245787.13 X=743268.60

M -E

M P -1

C -1

P

L N

M

IK

E V

H A

N K

S P .E

SHALL BE REMOVED

EXISTING ROAD SURFACING

A D

D E

D S

U R

F A

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IN

G R

E M

O V

A L

A U

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C-105.1

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IDENTIFICATION

SHEET

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P R

P -1

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W P -X

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1V:

3H

B1

ACCESS ROAD RE-ALIGNMENT TYPICAL SECTION

EXISTING GRADE

12’

STA. 76+44 - 86+30

STA. 45+35 - 53+55

STA. 27+00 - 32+00

1V:3H

CL

VARIES

4" CRUSHED STONE SURFACING

C1

1V:

3H 1V:3H

CL

EMBANKMENT

EXISTING GRADE

4" CRUSHED STONE SURFACING

BRYANTS CREEKREFUGE AREA

M -E

M P -1

C -3

P

L N

M

IK

E V

H A

N K

S P .E

A1

ROAD SURFACING TYPICAL SECTION

CL

TRANSITION FROM 12’ TO 16’

NEW EMBANKMENT

EXISTING EMBANKMENT

12’

4" CRUSHED STONE SURFACING

STA. 53+55 - 76+40

STA. 32+00 - 45+35

STA. 0+00 - 27+00

TRANSITION FROM 0’ TO 34’

CL

1V:

3H 1V:3H

42’

EMBANKMENT

EL. 453.0

C1

GRAVITY DRAIN SETBACK TYPICAL SECTION AT STRUCTURE

GRAVITY DRAIN SETBACK TRANSITION TYPICAL SECTION

STA. 79+04 - 79+54

STA. 78+30 - 78+80

STA. 79+54 - 82+08

STA. 76+40 - 78+30

8" CRUSHED STONE BASE

8" CRUSHED STONE BASE

8" CRUSHED STONE BASE

C-301.1

U P

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IDENTIFICATION

SHEET

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P R

P -1

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C1

BOX CULVERT INSTALLATION TYPICAL DETAIL

B1

TYPICAL BENCHING DETAIL B

A1

TYPICAL BENCHING DETAIL A

VARIES

2’ MIN

M A

X

M

IN

12" LIFTS MAX

EMBANKMENT

FLOOD SIDE

EXCAVATION/BENCHING

EXISTING LEVEE GRADE

VARIES

LEVEE DESIGN GRADE

PROTECTED SIDE

EXCAVATION/BENCHING

12" LIFTS MAX

EMBANKMENT

LEVEE DESIGN GRADE

EXISTING LEVEE GRADE

M A

X

M

IN

2’ MIN

VARIES

EXCAVATION

CAST IN PLACE BOX CULVERTS

GENERAL SHEET NOTES

2’ MIN.

EXISTING TOP OF BERM

1EXCAVATION

J U

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M

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H A

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S P .E

K O

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N A

H

A4

RIP RAP DETAIL PLAN

C/L

5’

STRUCTURE HEADWALL

RAISE.

3. BENCHING DETAIL B APPLIES TO ANY EMBANKMENT

EMBANKMENT.

2. BENCHING DETAIL A APPLIED TO RE-ALIGNED BERM

SURFACE FOR BOX PLACEMENT.

WITH LIMESTONE SCREENINGS TO PROVIDE A SMOOTH

1. SURFACE OF MODOT TYPE 1 LAYER MAY BE CHOKED

U N

IT

W

C S

T R

U C

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B

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M D

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R A

D E

S

10’

ON GEOTEXTILE

BEDDING AT BP2 STRUCTURE)

BEDDING (400LB RIP RAP ON 6"

18" - 140LB RIP RAP ON 6"

C4

GEOTEXTILE DETAIL

WATER CONTROL STRUCTURE

CONCRETE KEYGEOTEXTILE

EMBAKMENT

2’ MIN.

K R

H A

U G

U

P D

A T

E D D

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A

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C-501.1

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IDENTIFICATION

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®of Engineers

US Army Corps

434.50

B/TOE WALL EL.

B M

M A

C R

C L

IN

T D

O U

G H

E R

T Y P .E

M -E

M P -1

:1

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S I

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U .S

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P S O

F E

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IN

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S T L

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D

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M

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S O

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W P -1

-B -0

S T

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E N M

H O

B S

S P .E

P

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M

IS

S O

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S

U N

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W

C S

T R

U C

T

B

E R

M D

E G

R A

D E

C L

A R

E N

C E C

A N

N O

N N

A T

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N A

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N S A

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2' 4'0 1'

2' 4'0 1'

J U

L Y

1'-0"5'-0"1'-0"5'-0"1'-0"

2'-0"4'-0"4'-0"1'-6"

C.L.

STRUCTURE

SYMM. ABOUT

A4

S-505

2. STRUCTURE IS SYMMETRICAL ABOUT CENTERLINE.

1. SLIDE GATES DETAILS NOT SHOWN FOR CLARITY.

C1

EAST ELEVATION - MANAGED SIDE

" = 1'-0"2

1SCALE

A4

WEST ELEVATION - CHANNEL SIDE

" = 1'-0"2

1SCALE

GENERAL SHEET NOTES

A U

G

C

E D

C

H A

N G

E D E

L E

V A

T

IO

N S

S-204.1

M -E

M P -1

S -2

.1

E L

V .d g n

24'-0"

1'-0"1'-0"3'-0"1'-6"5'-0"1'-0"5'-0"

442.67

443.17

T/WING WALL EL.

T/WALL EL.

438.08

1'-6"1'-0" 1'-0" 3'-0"

13'-0"

EACH WING-WALL

GUARDRAIL

STD. 8'-0" LONG

GUARDRAIL

HEADWALL

STD. GATED

C.L.

STRUCTURE

SYMM. ABOUT

3 WALL EA. SIDE

TAPERED WING-

WALL EA. SIDE

TAPERED WING-

2 SIDES EA. (TYP)

5" CHAMFER ON

S.S. SLIDE GATE

S.S. WEIR GATE

432.50

435.50

447.00

447.33

T/SLAB EL.

T/WING WALL EL.

T/WALL EL.

B/TOE WALL EL.

437.00

439.00

437.00

438.75

INVERT & T/SLAB EL.

BOX INVERT EL.

442.00

BOT/WEIR INVERT EL.

T/INVERT EL.

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IDENTIFICATION

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®of Engineers

US Army Corps

5"

1'-0"

1'-0"

HEADWALL

NON-GATED

5" CHAMFER

WALL

EXTERIOR

BOX CULVERT

TRANSITION

SLOPE

WING-WALL

2"

1' -5

"8

1'-2

GATED HEADWALL

TRANSITION

SLOPE

WING-WALL

CULVERT WALL

EXTERIOR BOX

"8

31'-4

1'-3"

SLAB REINF.

JOINT FILLER

" PREFORMED 2

3"

SURFACE

ON EXPOSED

" CHAMFER4

B M

M A

C R

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IN

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O U

G H

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T Y P .E

M -E

M P -1

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GENERAL SHEET NOTES

T Y

P

IC

A L B

O X C

U L

V E

R T D

E T

A

IL

S

J U

L Y

C1

CONTINUOUS HIGH CHAIR - CHC

SCALE: NTS C3

SLAB BOLSTER - SB

SCALE: NTS

D1

TYPICAL - BOX CULVERTS

SCALE: NTS

A4

REINFORCEMENT

NON-GATED HEADWALL

SCALE: NTSA3

KEYED CONSTRUCTION JOINT

BOX CULVERT HORIZONTAL

SCALE: NTS

B5

JOINT

TYPICAL CONSTRUCTION

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

SECTIONELEVATION SECTIONELEVATION

(1

5"

H5

SIZE

BAR

(IN)

SPA.

#5 12

(IN)

SPA.

SIZE

BAR

H4

(IN)

SPA.

SIZE

BAR

V2

(IN)

SPA.

SIZE

BAR

V1

(IN)

SPA.

SIZE

BAR

J5

(IN)

SPA.

SIZE

BAR

#5 12#7 12 #5 12

#5 12#6 6 #5 12#7 12 #5 12

#5 12#6 6 #5 12#5 12

#5 12#6 6 #5 12#7 12 #5 12

#5 12 #5 12

#5 12#6 6 #5 12#7 12 #5 12

BP2 (NORTH)

BP2 (SOUTH)

CL.

CL.

BACK FACE

V2

V1

JOINT

KEYED CONST.

J5

PAST C/L JOINT

LENGTH + 2"

MAX.MAX.

MAX. MAX.

(1) CLEAR DISTANCE AS SPECIFIED ON PLANS

(TYP)

AT 12" CTS.

#5 -R1 BARS

AT 12" CTS.

#5-R2 BARS

TOP SLAB

BOTTOM SLAB

"4

"4

OF WALL THICNESS

(A) APPROXIMATELY ONE-THIRD

"4

"4

C T S E .F

C L

"2

CL.

CL.

" (MAX.)4

(SMOOTH ACCEPTABLE)

#2 GAGE (CORRUGATED PREFERRED)

#0 GAGE OVER 9" HEIGHT

#2 GAGE OVER 5" THRU 9"

#4 GAGE 2" THRU 5" HEIGHT

TURNED -UP FOOT

DIPPED FOOT

CAPPED OR

ACCEPTABLE)

PREFERRED) (SMOOTH

#2 GAGE (CORRUGATED

#6 GAGE

DIPPED FOOT

CAPPED OR

TURNED-UP FOOT

J5 BARS

(TYP)

JOINT

CONST.

KEYED

F-BARS

1 C

L

B

A R

S A

T

2"

(A)

(A)

12"

12"6"

5"

18"(CHC) 3'-0" MAX. SPACING18"

2'-0" (SB) 3'-0" MAX. SPACING 2'-0"

0 1' 2' 3' D4

CORNER DETAIL (OTHER SIDE)

"=1'4

3SCALE:

D3

CORNER DETAIL (GATE SIDE)

"=1'4

3SCALE: 0 1' 2' 3'

6. FOR WING-WALL DIMENSIONS, SEE PLANS AND ELEVATIONS.

SHOWN.

SAME SPACING FOR STEEL WIRE BAR SUPPORTS AS

LOAD CARRYING CAPACITY OF AND BE PLACED AT THE

5. PLASTIC BAR SUPPORTS SHALL MEET OR EXCEED THE

CONCRETE.

EXPECTED TO BECOME VISIBLE. COLOR SHALL MATCH

MINIMIZING RUST SPOTS AND SURFACE BLEMISHES ARE

OR DIPPED FEET FOR THOSE APPLICATIONS WHERE

4. ALL UNCOATED WIRE BAR SUPPORTS SHALL HAVE CAPPED

DETAILING MANUAL, EXCEPT AS SHOWN.

3. ALL BAR SUPPORTS SHALL BE IN ACCORDANCE ACI SP-66

DIRECTLY OVER THE SUPORTS BELOW.

2. SUPPORTS FOR THE UPPER LAYERS DO NOT NEED TO BE

TO PREVENT DISPLACEMENT OF THE SUPPORT FOOT.

PRECAST CONCRETE BAR SUPPORTS SHALL BE PROVIDED

SUBGRADES, SUITABLE PLATES, CONTINUOUS BARS OR

SUPPORTS ARE USED ON EARTH OR AGGREGATE

BAR SUPPORTS BEARING ON FORMS. WHERE BAR

1. A TURNED-UP, CAPPED OR DIPPED FOOT SHALL BE ON ALL

B3

EXPANSION JOINT DETAIL

SCALE: NTS

TYP

#3 @ 6" CTS

12" U-BAR

WALL REINFORCEMENT SCHEDULE

12"

(1 ) 12"

#4 - F BARS

#7 12

#7 12 #5 12

12"

#6 6

#6 6

A1 BARS

J3 BARS

H1, H2, OR

BAR

#8-D1

A5

WALL REINFORCEMENT

NON-GATED FLARED WING-

SCALE: NTS

PS1

PS3

PS4 (EAST)

PS4 (WEST)

STRUCTURE (WALL)

#7 6

#7 6

#7 6

#7 6

#7 6

W

3"

3"

H4 (BACK-FACE)

H5 (INSIDE FACE)

HOOK

STD.

1'-0"

54" LAP

W

#7 6

F - BARS AT 12" CENTERS T&B

11'-0"

#5 @ 8" CTRS.

#5 @ 12" CTRS.

31" LAP 31" LAP

BARS

(2) #6 TOP

BARS

(2) #6 TOP

A1

SW2 & C2 NON-GATED OUTLET REINFORCEMENT

SCALE: NTS

1'-0" 1'-0"

C L

C L

L A

P L

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H

CTRS.

#5 @ 12"

S-505.1

EW

CTRS.

#7 @ 12"

R E

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IS

E D D

E T

A

IL

A

A

N D A

A

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M -E

M P -1

S -5

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D E

T .d g n

CONST. JOINT LAP SPLICE

LAP SPLICE

2" MIN. CL.

L

IC

IT

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

C.L. OF HEADWALL

SYMMETRIC ABOUT

REINFORCEMENT

J3 BAR

BAR

#4 CONT. A1 BARB2 BARS

48" MIN. LAP

SPLICE BARS) SEE ALSO A4

(HEADWALL TO WING-WALL

#6 @12" SPA. FRONT FACE

#6 @ 6" SPA. BACK FACE

HOR. BARS EF

#6 @ 12" SPA.

L A

P

H A

IR

P

IN

B2 BAR

B M

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IN

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M -E

M P -1

:1

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S T L

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-B -0

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ALONG TOP OF WALL

(2) - #6 DIAGONAL BARS

ALONG TOP EDGE

#3 HAIRPINS @ 6" SPA.

HOR. BARS EF

#6 @ 12" SPA.

MIN. 48" LAP

WING WALL END

TOP (2) BARS HAVE

(PS 1 SHOWN)

BOX CULVERT EXT. WALL

5'-0" EMBEDMENT INTO

EXT. CULVERT WALL)

(CONT. BENT BARS

#6 @ 12" SPA. EF

FOR CLARITY

HORIZ BARS NOT SHOWN

DETAIL A4/S-506. SLAB

SLAB LG. BARS SIM

(PS1 SHOWN)

ALONG TOP EDGE

#3 HAIRPINS @ 6" SPA.

SPLICE BARS) SEE ALSO A1

(HEADWALL TO WING-WALL

#6 @ 12" CTRS FRONT FACE

#6 @ 6" SPA. BACK FACE

2' 4'0 1'2' 4'0 1'

AT 6" SPA.

#5 HAIRPINS

12" CTRS.

BENT BAR AT

#5 DIAGONAL

GATED FACE

& 12" CTRS.

BACK-FILL FACE

AT 6" CTRS.

#5 VERT. BARS

A4

TYPICAL GATE SIDE WING-WALL REINFORCEMENT

" = 1'-0"2

1SCALE

A1

TYPICAL GATE SIDE HEAD WALL REINFORCEMENT

" = 1'-0"2

1SCALE S-507.1

FRONT FACE.

W/ STD HOOK

#5 @ 12" SPA. (MU)

#6 @ 12" SPA. (PS)

BACK FACE.

W/ 42" HOOK LENGTH

#6 @ 6" SPA. (MU)

#7 @ 6" SPA. (PS)

STRUCTURES.

(MU) IS SHOWN, IT APPLIES TO SW2, C2, AND BP2

PS1, PS3, AND PS4 STRUCTURES. WHERE THE DESIGNATION

3. WHERE THE DESIGNATION (PS) IS SHOWN, IT APPLIES TO

AND CULVERT WALLS FOR CLARITY.

2. LONGITUDINAL BARS NOT SHOWN IN SLABS

REINFORCING, SEE A5 ON S-505.

THE SAME. FOR OTHER NON-GATED FLARED WINGWALL

AND WING-WALL REINFORCEMENT SIZE AND SPACING IS

DETAILS A1 AND A4. PS3 AND PS4 GATED END HEADWALL

1. PS1 GATED END HEADWALL AND WING-WALL IS SHOWN IN

GENERAL SHEET NOTES

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12"

SPA. FRONT FACE.

#5 @ 12 (MU)

#6 @ 12" (PS)

SPA. BACK FACE.

#6 @ 12" (MU)

#7 @ 12" (PS)

C E

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IN

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W P -1

-B -0

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GENERAL SHEET NOTES

S

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LAPS ARE REDUNDANT, A SINGLE BAR MAY BE USED.

THE ENTIRETY OF THE FLARED PORTION. WHERE BAR

TO THE LONGER SPAN AND SHALL BE USED FOR

SECOND ROW WITH FILL HEIGHT OF 4FT CORRESPONDS

THE FLARED PORTION OF THE BOX CULVERTS. THE

THE NON-GATED HEADWALL TO THE BEGINNING OF

SHORTER SPAN AND SHALL BE USED FROM

SCHEDULE AT A 4.33FT FILL CORRESPONDS TO THE

2. FOR SW2, C2, AND BP2, THE FIRST ROW OF THE BAR

GOVERN.

THRU S-504, THE MIN. SHOWN ON THIS SHEET SHALL

WHERE FEWER BARS ARE SHOWN ON SHEETS S-501

MEMBER AND ARE FOR EACH FACE OF THE MEMBER.

1. F BARS SHALL BE BASED ON THE THICKNESS OF THE

C1

G1

B S

H T

T S

TXTIS

12"

A2 BAR

A1 BAR

J4 BAR H3 BAR

J3 BAR H1 BAR H2 BAR

B2 BAR

B1 BAR

B O

T T

B A

R S

C L

R

C L

R

T O

P B

A R

S

" CLR.2

C

L R

C L

R

" CLR.2

2" CLR.

C7

TX

C4

G1

C6C5

12"

K

K

A1

BOX CULVERT BAR DIMENSIONS DIAGRAM

SCALE: NTS S-601.1

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B L E

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S -6

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IDENTIFICATION

SHEET

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®of Engineers

US Army Corps

8 12 12 12 4 12 4 10 24.0 4 18 32.5 4 18 21.5 4 10 4 8 4 6 31.0 5 12 5 12 12

SPAN (S) = 5 FT HEIGHT (HT) = 5 FTPS1, PS3 & PS4

8.33

TS BS TX

TOP SLAB BARS

A1 BARS

SIZE

J3 BARS

C1

BOTTOM SLAB BARS

A2 BARS J4 BARS

C4

THICKNESS

MEMBER

(FT)

FILL

K2 K3

H1 BARS H2 BARS H3 BARS

G1

B2 BARS

WALL BARS

B1 BARS

SPA. C5 C6 C7TI SPA. SPA. SPA. SPA. SPA. SPA. SPA. SPA.SIZE SIZE SIZE SIZE SIZE SIZE SIZE SIZE

12 12 12 12 4 12 4 10 28.0 4 18 32.5 4 18 21.5 4 10 4 8 37.0 4 6 31.0 5 12 5 12 128.0 38

37.0 68.0

68.0

TS BS TX

TOP SLAB BARS

A1 BARS

SIZE

J3 BARS

C1

BOTTOM SLAB BARS

A2 BARS J4 BARS

C4

THICKNESS

MEMBER

K2 K3

H1 BARS H2 BARS H3 BARS

G1

B2 BARS

WALL BARS

B1 BARS

SPA. C5 C6 C7TI SPA. SPA. SPA. SPA. SPA. SPA. SPA. SPA.SIZE SIZE SIZE SIZE SIZE SIZE SIZE SIZE

4.33 8 8 12 12 4 4 24.0 4 18 58.0 4 18 22.0 4 4 68 4 7 32.0 5 12 5 12 1210.5 10.5 11.5 9

SPA.SIZE

4 8

J5 BARS

DITCH SIDE

(FT)

FILL

SPAN (S) = 5 FT TO 9.5 FT HEIGHT (HT) = 5 FTSW2 & C2

12 12 12 12 5 6 28.0 5 12 5 12 32.0 5 4 43.0 68 6 51.0 5 5 12 127.5 7.54 6.564.0 8 7 8.5

42.0

TS BS TX

TOP SLAB BARS

A1 BARS

SIZE

J3 BARS

C1

BOTTOM SLAB BARS

A2 BARS J4 BARS

C4

THICKNESS

MEMBER

K2 K3

H1 BARS H2 BARS H3 BARS

G1

B2 BARS

WALL BARS

B1 BARS

SPA. C5 C6 C7TI SPA. SPA. SPA. SPA. SPA. SPA. SPA. SPA.SIZE SIZE SIZE SIZE SIZE SIZE SIZE SIZE

4.33 8 12 12 12 4 5 24.0 5 17 77.0 5 17 25.5 4 4 5 7 39.0 5 12 5 12 126.5 7.56 6.5

(FT)

FILL

12 12 12 12 5 5 6 15 6 15 5 5 7 5 12 5 12 127.04

SPAN (S) = 7 FT TO 11.5 FT HEIGHT (HT) = 7 FTBP2

66.5 32.0 79.5 38.5 6.5 6.5 60.5

52.0

47.0

92.0

92.0

SIZE

4 12

F BARS

THICKNESS

MEMBER

SPA.

12518