Amendment 0006 Charenton Flood Gate -Stamped and signed plans 5-24-22- 2 of 3.pdf

MONOLITH # El. "A" El. "B" "C" "D" "E" "F" W3 4.25' 4.0' 27'‐5/8" 5'‐0" 4'‐3" 3'‐9" E2 5.25' 5.0' 26'‐5/8" 6'‐0" 4'‐4" 3'‐8"

T‐WALL SCHEDULE

W5

SHEET PILE (SEE DETAIL)

PROPOSED

RAMP

PROPOSED

RAMP

EXIST. SECTOR GATE

EXIST. INTAKE PIPES

(TO BE RELOCATED

BY OTHERS)

BOTTOM OF

EXCAVATION

EL. +18.5

BOTTOM OF

EXCAVATION

EL. +11.5

B

O

T

T

O

M

F

E

X

C

A

V

A

T

I

O

N

E

L

B

O

T

T

E

X

C

A

V

A

T

I

O

N

E

BOTTOM OF

EXCAVATION

EL. +18.5

B

O

T

T

E

X

C

A

V

A

T

I

O

N

E

B

O

T

T

E

X

C

A

V

A

T

I

O

N

E

B

O

T

T

E

X

C

A

V

A

T

I

O

N

E

EXIST. SECTOR GATE

W5

W

W1 (VOL NO. 2)

W

E

V

N

E

E

E4

E5

V

H

V

H

S

T

A

S

S

S

S

W

EXIST.

APPROACH

BLOCK

PI-1

PI-6

EL. +13.5

EL. +13.5

S

COFFERDAM BERM

EL. 0.00

BOTTOM OF

EXCAVATION

EL. +10.5

W6

PI-2

PI-5

PI-3 PI-4

PROPOSED

LEVEE

CROWN

SEE DETAIL A2

SHEET SH-103

SEE DETAIL E7

SHEET SH-103

SEE DETAIL E1

SHEET SH-104

SEE DETAIL E6

SHEET SH-104

SEE DETAIL A1

SHEET SH-104

SEE DETAIL 6

SHEET SH-104

B1

SH-102

T-WALL

TO LEVEE

TRANSITION

T-WALL

TO LEVEE

TRANSITION

PROPOSED

BOTTOM OF

EXCAVATION

EL. -13.5

P

R

O

P

O

S

E

D

B

O

T

T

E

X

C

A

V

A

T

I

O

N

E

APPROXIMATE LIMITS

OF SECTOR GATE

STRUCTURE (VOL. NO. 2)

PROPOSED

BOTTOM OF

EXCAVATION

EL. -10.5

EXISTING

WING

WALL SEE

NOTE 1

EXISTING

WING

WALL SEE

NOTE 1

SH-100

C O

F F

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D A

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E

D W

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B

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C K

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D E

S I G

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D E

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A

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A P

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D A

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P L O

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D A

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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NOTE:

-SEE CIVIL FOR PI COORDINATES

-COFFERDAM BERM TO BE PLACED WHEN

RIVER SIDE WATER ELEVATION IS AT

+2.50'(NAVD88) OR LOWER.

CONTRACTOR SHALL PROVIDE DRY EXCAVATION FOR NEW SECTOR GATE

CONSTRUCTION. CONTRACTOR MAY INSTALL A NEEDLE GATE SYSTEM OR PLACE

A SAND DYKE ACROSS THE WIDTH OF THE EXISTING GATE BAY. CONTRACTOR

SHALL CONTROL WATER IN EXCAVATION WITH PUMPS. CONTRACTOR SHALL

REMOVE NEEDLE GATE/ GIRDER AND OR SAND DYKE AFTER NEW SECTOR GATE

IS INSTALLED AND ACCEPTED

B1

COFFERDAM AND EXCAVATION PLAN

SCALE : 1"=20'-0"

40'0 20'

NOTE 1:

CONTRACTOR SHALL DESIGN AND INSTALL TEMPORARY

MEASURES TO STABILIZE AND PREVENT MOVEMENT OF THE

EXISTING WING WALLS DURING CONSTRUCTION.

CONTRACTOR SHALL ALSO TAKE PROTECTIVE MEASURES TO

ENSURE THAT THE PLACEMENT AND OPERATION OF ANY

EQUIPMENT WILL NOT AFFECT THE EXISTING STRUCTURES.

SEE REFERENCE DRAWINGS FOR EXISTING CONDITIONS.

5.00

5.00

TEMPORARY COFFERDAM

WL A

T-WALL

MONOLITH

W1

T

W

A

L

L

M

O

N

O

L

I

T

H

E

5.00

MATCH EXIST.

EL.

-6.0(MATCH SILL EL.)

-6.0

-6.0

C/L OF SWALE

-3.0

0.0

RIPRAP

EDGE OF RIPRAP

5.00

5.00

-3.0

5.00

6.00

7.00

0.00-6.00

-6.0

-6.0

5.00

EXIST. FLOODGATE

STRUCTURE

N 509,935.99

E 3,221,818.76

P.I. WL A

STA. 1001+77.72

N: 509,944.56

E: 3,221,827.92

P.I. WL A

STA. 1001+30.54

N: 509,959.24

E: 3,221,783.09

2.00

1.70

6.00

-6.0

32'

N 509,919.90

E 3,221,780.80

N 509,978.82

E 3,221,750.96

N 510,012.01

E 3,221,843.68

N 509,914.51

E 3,221,884.37

N 509,930.51

E 3,221,889.61

N 509,938.36

E 3,221,926.90

N 509,980.28

E 3,221,940.62

N 509,928.08

E 3,221,946.69

0.0

0.0

-5.0

-5.0

FENDER SYSTEM

-5.0

-5.0

-6.0

0.0

-5.0

-6.0

0.0

45'

-5.0

0.0

0.0

-5.0

5.0

EDGE OF

RIPRAP

EDGE OF

RIPRAP

EDGE OF

RIPRAP

22'

E

X

I

S

M

P

2.00

EDGE OF

RIPRAP

5.0

C OF

SWALE

C OF

SWALE

RAMP D

5.0

S

E

V

O

L

U

E

V

O

L

U

W

A

L

L

M

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N

O

L

I

T

H

W

T

W

A

L

L

M

O

N

O

L

I

T

H

E

WL A

WL B

REMOVE EXIST.

DOLPHINS

N 509,890.90

E 3,221,910.55

WL B STA. 1998+62.42

WL A STA. 1002+76.82

N: 509,913.74

E: 3,221,922.11

P.I. WL B

STA. 1998+62.42

N: 509,936.35

E: 3,221,917.36

0.0

S

E

V

O

L

U

S

E

V

O

L

U

GATEBAY

MONOLITH

DOLPHINS

SEE STRUCTURAL

(SHT. S-518)

D1

C-425

A1

C-425

D1

C-426

A1

C-426

D1

C-424

L

L

A1

C-424

EXIST.

R.O.W.

DISCHARGE LINES

TO BE RELOCATED

BY OTHERS

RAMP C

N 510,039.34

E 3,221,798.58

0.00

-5.00

N 510,009.51

E 3,221,973.34

REFERENCE DRAWING

S-123 FOR RETAINING WALL

IN THIS AREA

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N

A

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F I

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B E

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S I Z

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P L O

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C A

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P

L O

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D

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D E

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T I O

N

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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SCALE:1"=10'

C-200

S I T

E

P

L A

N

A1

0 10' 20'

SITE PLAN

PLAN

NORTH

T

R

WL A

EL. 31.30

PROPOSED

GRADE

WL B

EXIST. FLOODGATE

STRUCTURE

SLOPE VARIES

PROPOSED

GRADE

SLOPE

VARIES

PROPOSED GRADE

GRANULAR

SURFACING

EL. VARIES

EL. 31.30

SLOPE VARIES

2H:1V MAX

COMPACTED FILL

COMPACTED FILL

EXIST.

GRADE

EXIST.

GRADE

SLOPE VARIES

3H:1V MAX

VARIES (82.81' MAX.) - 80.11' AT STA 1001+53.38

LIMITS OF STRUCTURAL EXCAVATION

VARIES (109.81' MAX) - 105.11' AT STA 1001+53.38

RAMP D

27.00'

VARIES(82.05' MAX) 49.75' AT STA 1998+83.97

LIMITS OF STRUCTURAL EXCAVATION

VARIES (79.05' MAX) 72.55' AT STA 1001+53.38

LIMITS OF STRUCTURAL EXCAVATION

VARIES (87.05' MAX) - 43.77' AT STA 1001+53.38

LIMITS OF GRADING

(MATCH EXIST. GRADE)

SETTLEMENT

GAGE

EL. VARIES

EL. VARIES

EL. VARIES

EL. VARIES

TEMPORARY COFFERDAM

TEMPORARY COFFERDAM

EL. VARIES

VARIES (52.05' MAX) 45.55' AT STA 1998+83.97

EL. VARIES

27.00'

EXIST DEAD MAN WALL

PROPOSED

GRADE

2' RIP RAP

PROPOSED

GRADE

EXIST GRADE

EXIST GRADE

2' RIP RAP

2' RIP RAP

COMPACTED FILL

LIMITS OF STRUCTURAL EXCAVATION

VARIES (22.67' MAX) - 20.00' AT STA 1001+53.38

GULFSIDE

RIVERSIDE

GULFSIDE

RIVERSIDE

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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NOTES:

1. UPON COMPLETION OF CONSTRUCTION, ALL

DISTURBED AREAS AND NEWLY CONSTRUCTED

EMBANKMENTS SHALL BE STABILIZED IN

ACCORDANCE WITH SPECIFICATION SECTIONS 01

57 23.00 12, PART 1.9 AND SECTION 32 92 19.04 12.

2. VEGETATION SHALL BE REMOVED FROM BORROW

MATERIAL PRIOR TO USE WITHIN THE NEW LEVEE.

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

POSITIVE DRAINAGE TO PREVENT WATER FROM

PONDING IN THE AREA BETWEEN THE NEW AND

EXISTING LEVEES.

DEGRADE EXISTING LEVEE

LEVEE EMBANKMENT

LEGEND

WEST T-WALL TYPICAL SECTION - T-WALL MONOLITH W1

WLA STA. 1001+10.75 TO STA. 1001+71.72 (SECTION CUT AT WLA STA. 1001+54.38)

SCALE: 1" = 10'

EAST T-WALL TYPICAL SECTION - T-WALL MONOLITH E1

WL B STA. 1998+62.44 TO STA. 1999+05.5 (SECTION CUT AT WL B STA. 1998+83.97)

SCALE: 1" = 10'

CONCRETE

GRANULAR SURFACING

A1

D1

C-200

C9

C-200

A4

0 10' 20'

WL A

EL. 31.30

15.00'

-6

50.60' - RIPRAP EXIST. SECTION GATE STRUCTURE

2' RIP RAP

69' SECTOR GATE BAY MONOLITH

-6

CONTROL HOUSE

TOP OF SILL

PROPOSED GRADE

COMPACTED FILL

LIMITS OF STRUCTURAL EXCAVATION - 119.6'

LIMITS OF STRUCTURAL

EXCAVATION - 26'

EXIST

GRADE

EXIST GRADE

TEMPORARY BERM

SLOPE 2H:1V MAX

TEMPORARY COFFERDAM

11.00'

2' RIPRAP

TEMPORARY COMPACTED FILL

GULFSIDE

RIVERSIDE

TEMPORARY COFFERDAM

-6

-6

2' RIP RAP

4.63'

52.75' 33.25'

TEMPORARY COFFERDAM

14.88' 14.19

COMPACTED FILL

-5

-5

PROPOSED

GRADE

EXISTING

GRADE

39.75'

EXISTING

GRADE

9.25'

S O

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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T I O

N S

NOTES:

1. UPON COMPLETION OF CONSTRUCTION, ALL

DISTURBED AREAS AND NEWLY CONSTRUCTED

EMBANKMENTS SHALL BE STABILIZED IN

ACCORDANCE WITH SPECIFICATION SECTIONS 01

57 23.00 12, PART 1.9 AND SECTION 32 92 19.04 12.

2. VEGETATION SHALL BE REMOVED FROM BORROW

MATERIAL PRIOR TO USE WITHIN THE NEW LEVEE.

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

POSITIVE DRAINAGE TO PREVENT WATER FROM

PONDING IN THE AREA BETWEEN THE NEW AND

EXISTING LEVEES.

DEGRADE EXISTING LEVEE

LEVEE EMBANKMENT

LEGEND

GATE BAY TYPICAL SECTION - WLA STA 1001+71.72 TO 1002+40.72 (SECTION CUT AT STA.1002+06.96)

CONCRETE

GRANULAR SURFACING

SCALE: 1" = 10'

D1

RIP RAP TYPICAL SECTION

SCALE: 1" = 10'

A1

A5

C-200

E3

C-200

14.13' 45.00' 21.24'

2' RIP RAP

NEW FENDERING

SYSTEM

-6 -6

EL. 31.3

-5

32.58' 10.00'

-5

37.71'

EXISTING

GRADE

SLOPE

VARIES

EL. 31.3

T-WALL MONOLITH W2

T-WALL MONOLITH E1

EL. 10.0

SLOPE 2H:1V

MAX

SLOPE 2H:1V

MAX

SLOPE 2H:1V

MAX

SLOPE 2H:1V

MAX

PROPOSED FINISHED

GRADE

COMPACTED FILL

COMPACTED FILL

COMPACTED FILL

2' RIP RAP

29.15' 22.00'

-6

-6

TOP OF SILL

TEMPORARY COFFERDAMTEMPORARY COFFERDAM

-5

37.23'

EXISTING

GRADE

EL. 31.30

102.00' SECTION GATE BAY MONOLITH 46.75'

EL. 31.30

COMPACTED FILL

31.61'

COMPACTED FILL

SLOPE 2H:1V

MAX

SLOPE 2H:1V

MAX

COMPACTED FILL

PROPOSED FINISHED

GRADE

18.27'

S O

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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SCALE: 1" = 10'

RIP RAP TYPICAL SECTION

SCALE: 1" = 10'

RIP RAP TYPICAL SECTION

SCALE: 1" = 10'

D1

D2

C-200

A1

B2

C-200

NOTES:

1. UPON COMPLETION OF CONSTRUCTION, ALL

DISTURBED AREAS AND NEWLY CONSTRUCTED

EMBANKMENTS SHALL BE STABILIZED IN

ACCORDANCE WITH SPECIFICATION SECTIONS 01

57 23.00 12, PART 1.9 AND SECTION 32 92 19.04 12.

2. VEGETATION SHALL BE REMOVED FROM BORROW

MATERIAL PRIOR TO USE WITHIN THE NEW LEVEE.

3. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN

POSITIVE DRAINAGE TO PREVENT WATER FROM

PONDING IN THE AREA BETWEEN THE NEW AND

EXISTING LEVEES.

DEGRADE EXISTING LEVEE

LEVEE EMBANKMENT

LEGEND

CONCRETE

GRANULAR SURFACING

EXISTING

GRADE

EXISTING

GRADE

FINISHED

GRADE

TOP OF FLOODWALL

EL. 31.30

W1W2-W6

E1

E2-E5

TOP OF

SHEET PILE

EL. -9.25

BOTTOM OF

SHEET PILE

EL. -55.00

T-WALL

SEE VOLUME NO. 1

60' -11 5/8"

T-WALL

T-WALL

SEE VOLUME NO. 1

43'-0 3/4"

T-WALL

102'-0" SECTOR GATE

-5

-10

-15

-20

1001+00

-25

-30

-35

-40

-45

-50

-55

-60

-5

-10

-15

-20

-25

-30

-35

-40

-45

-50

-55

-60

1999+00

BOTTOM OF

SHEET PILE

EL. -59.5

BOTTOM OF

SHEET PILE

EL. -57.0

TOP OF

FOOTING

EL. -6.00

TOP OF

FOOTING

EL. -3.00

TOP OF

FOOTING

EL. 0.00

BOTTOM OF

FOOTING

EL. -7.00

BOTTOM OF

FOOTING

EL. -12.50

BOTTOM OF

FOOTING

EL. -10.00

45'-0" OPENING

C

L

C

L

C

L

C

L

-10

-10

-10

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

-5

T

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A

T

W

A

T

W

A

L

L

W

W

E

EXIST. SECTOR GATE

W

W

W

W

GATEBAY

-5

T

W

A

L

L

W

EXIST. ROW

CONTROL

ROOM

TEMPORARY

COFFERDAM

102'-0" GATEBAY MONOLITH

60'-11 5/8 " T-WALL

W

W1

T

W

A

L

L

T

W

A

L

L

W/L STA. 1001+30.56

℄ DOLPHINS

(TOP EL. 31.30)

SEE S-518

32'-0"

GUIDE

FENDER (TYP.)

SEE S-519

PROPOSED RAMP

(SEE CIVIL)

PROPOSED RAMP

(SEE CIVIL)

PI WL.A

STA. 1001+77.72

WL A

WL B

RIVER SIDE

S-120

P L A

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O

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

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SCALE: 1"=20'

T-WALL- OVERALL STRUCTURAL KEY PLAN

SCALE: 1"=20'

T-WALL GULF SIDE PROFILE

T

W

A

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S

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U

W

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A

L

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S

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D1

A1

0 20' 40'

0 20' 40'

GULF SIDE

T

R

PILES TO RECEIVE

DYNAMIC TESTING

PLAN

NORTH

2-3/8" O.D. GATE

FRAME MEMBER

6'-10" 5'-0" 8'-0" 8'-0" 7'-9 1/2"

16" Ø

TOP HINGE

(180° SWING)

1-5/8" O.D. TOP RAIL 2-3/8" O.D. GALV. STEEL LINE

POST

ADJUSTABLE TRUSS ROD

4" O.D. GATE POST

BOTTOM HINGE

(180° SWING)

16" Ø

12" Ø

LATCH

CHAIN LINK (TYP.)

WIRE TIES @ 12"

O.C. (TYP.)

1-5/8" INTERMEDIATE RAIL

S O

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

F L

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S-521

F E

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A I L

CHAIN LINK FENCE DETAIL

SCALE: NOT TO SCALE

B1

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US Army Corps of Engineers

US Army Corps of Engineers

New Orleans District

SHEET

IDENTIFICATION

F L

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S-522

A R

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T U

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A I L S

SEE PLANS FOR

WALL TYPES (TYP.)

CONTINUOUS SEALANT

BOTH SIDES (TYP.)

STEEL BLAST RATED DOOR (TYP.)

STEEL BLAST RATED DOOR

FRAME GROUTED SOLID

(TYP.)

EMBEDDED CONCRETE

ANCHOR (TYP.)

TREATED WOOD

BLOCKING SHIMS (TYP.)

STEEL BLAST RATED

DOOR JAMB (TYP.)

DOOR HEAD DETAIL

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

E3

LOUVER HEAD DETAIL

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

E6

WINDOW/COILING SHUTTER HEAD DETAIL

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

E1

STEEL FLASHING AND

DRIP EDGE WITH CONT.

HEMMED EDGES (TYP.)

STEEL JAMB AND PANEL

CLOSURE TRIM FLASHING

BEYOND, (TYP.)

BLAST RATED, WIND DRIVEN RAIN

RESISTANT FACTORY FINISHED

PAINTED STEEL LOUVERS, SEE

PLANS FOR LOUVER SIZE (TYP.)

BIRD AND INSECT SCREEN

TO COVER ENTIRE FACE

OF INTAKE LOUVER (TYP.)

CONT. SEALANT AND

BACKER RODS BOTH

SIDES (TYP.)

TREATED LUMBER SHIM

(TYP.)

2 1/2" x 2 1/2" x 1/4" CONT.

CLIP ANGLE ANCHORED

TO CONCRETE FRAMING

(TYP.)

PROVIDE MFG REQUIRED

FASTENERS SPA. O.C. @

12" MAX.

SEE PLANS FOR WALL

TYPES (TYP.)

SEE PLANS FOR

WALL TYPES (TYP.)

BLAST RESISTANT GLAZING

(TYP.)

BLAST RESISTANT STEEL

WINDOW FRAMING (TYP.)

4" x 3/8" DIA. SPA @ 12"

O.C. MAX CONC.

EXPANSION ANCHORS

OR ANCHORED AS

RECOMMENDED BY

WINDOW MFG.FOR

REQUIRED LOADS (TYP.)

CONT. TREATED WOOD

BLOCKING (TYP.)

BLAST RATED STEEL

SHUTTER SLATS (TYP.)

STEEL OVERHEAD

COILING SHUTTER,

ANCHOR TO WALL

WITH CONCRETE

EXPANSION

ANCHORS (TYP.)

SEE PLANS FOR

WALL TYPES (TYP.)

CONTINUOUS

BACKER ROD AND

SEALANT

BOTH SIDES (TYP.)

STEEL BLAST PROOF

DOOR (TYP.)

STEEL BLAST PROOF

DOOR FRAME

GROUTED SOLID (TYP.)

EMBEDDED

CONCRETE

ANCHOR

(TYP.)

TREATED WOOD

BLOCKING (TYP.)

DOOR SILL DETAIL

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

A3

LOUVER SILL DETAIL

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

A6

WINDOW/COILING SHUTTER SILL DETAIL

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

A1

METAL SILL PAN

FLASHING WITH END

DAMS AND DRIP EDGE

(TYP.)

STEEL JAMB AND PANEL

CLOSURE TRIM FLASHING

BEYOND, (TYP.)

BLAST RATED, WIND

DRIVEN RAIN RESISTANT

FACTORY FINISHED

STEEL LOUVERS, SEE

PLANS FOR LOUVER SIZE

(TYP.)

BIRD AND INSECT

SCREEN TO COVER

ENTIRE FACE OF INTAKE

LOUVER (TYP.)

CONT. SEALANT AND

BACKER RODS BOTH

SIDES (TYP.)

TREATED LUMBER SHIM

(TYP.)

2 1/2" x 2 1/2" x 1/4" CONT.

CLIP ANGLE ANCHORED

TO CONCRETE FRAMING

(TYP.)

PROVIDE MFG REQUIRED

FASTENERS SPA. O.C. @

12" MAX.

SEE PLANS FOR WALL

TYPES (TYP.)

SEE PLANS FOR

WALL TYPES (TYP.)

INSULATED STEEL BLAST

PROOF DOOR (TYP.)

DOOR JAMB DETAIL

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

C3

LOUVER JAMB DETAIL

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

C6

WINDOW/COILING SHUTTER JAMB DETAIL

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

C1

STEEL FLASHING AND DRIP

EDGE WITH CONT. HEMMED

EDGES (TYP.)

STEEL JAMB AND PANEL

CLOSURE TRIM FLASHING

BEYOND, (TYP.)

BLAST RATED, WIND

DRIVEN RAIN RESISTANT

FACTORY FINISHED

STEEL LOUVERS, SEE

PLANS FOR LOUVER SIZE

(TYP.)

BIRD AND INSECT

SCREEN TO COVER

ENTIRE FACE OF

INTAKE LOUVER

(TYP.)

CONT. SEALANT AND

BACKER RODS BOTH

SIDES (TYP.)

TREATED LUMBER SHIM

(TYP.)

2 1/2" x 2 1/2" x 1/4" CONT.

CLIP ANGLE ANCHORED

TO CONCRETE FRAMING

(TYP.)

PROVIDE MFG REQUIRED

FASTENERS SPA. O.C. @

12" MAX.

SEE PLANS FOR WALL

TYPES (TYP.)SEE PLANS FOR

WALL TYPES (TYP.)

BLAST RESISTANT

GLAZING (TYP.)

BLAST RESISTANT

STEEL WINDOW

FRAMING (TYP.)

BLAST RATED

OVERHEAD COILING

SHUTTER AND

GUIDES BEYOND

(TYP.)

BLAST RATED STEEL

OPERABLE CASEMENT

WINDOW (TYP.)

STEEL DOOR SILL

THRESHOLD SET IN

MASTIC (TYP.)

STEEL BLAST RATED

DOOR JAMB. GROUT

SOLID (TYP.)

CONCRETE

MASONRY

ANCHOR (TYP.)

3'-4"

2" 2"

3'-0" 3'-0"

2'-0"

FRAME

F-1

DOOR

D-1

WINDOW

W-1

LOUVER

L-1

S

E E

S T

R U

C T

U R

A

N S

S E

E

S

T R

U C

T U

R A

L

P

L A

N S

CONT. BACKER ROD

AND SEALANT BOTH

SIDES (TYP.)

SEE PLANS FOR WALL

TYPES (TYP.)

BLAST RESISTANT

GLAZING (TYP.)

BLAST RESISTANT STEEL

WINDOW FRAMING (TYP.)

4" x 3/8" DIA. SPA @ 12" O.C. MAX

CONC. EXPANSION ANCHORS OR

ANCHORED AS RECOMMENDED

BY WINDOW MFG.FOR REQUIRED

LOADS (TYP.)

CONT. TREATED WOOD

BLOCKING (TYP.)

BLAST RATED STEEL

SHUTTER SLATS

(TYP.)

STEEL OVERHEAD

COILING SHUTTER

GUIDES, ANCHOR TO

WALL WITH 1/4" DIA.

CONC. EXPANSION

ANCHORS SPA @ 6" O.C.

MAX (TYP.)

BLAST RATED STEEL

OPERABLE

CASEMENT WINDOW

(TYP.)

CONT. BACKER ROD

AND SEALANT BOTH

SIDES (TYP.)

EXTEND SHUTTER TO

2" PAST CONC.

WINDOW OPENING,

AND PROVIDE FOR

OWNER ABILITY TO

LOCK SHUTTER (TYP.)

4" x 3/8" DIA. SPA @ 12"

O.C. MAX CONC.

EXPANSION ANCHORS

OR ANCHORED AS

RECOMMENDED BY

WINDOW MFG.FOR

REQUIRED LOADS

(TYP.)

CONT. TREATED

WOOD BLOCKING

(TYP.)

CONT. BACKER ROD

AND SEALANT BOTH

SIDES (TYP.)

CONT. SILL PAN WITH

END DAMS, EXTEND PAN

TO EDGE OF CONC.

WALL AND ADD 1" DRIP

EDGE

CONT. WEATHER

STRIPPING AT SILL

TYPICAL DOOR AND WINDOW TYPES

DOOR SCHEDULE

DOOR DOOR SIZE

MAT. FIN.TYPE MAT. HEAD

JAMB SILLFIN.TYPE

FIRE HARDWARE

REMARKS

DOOR

DOOR FRAME

3'-0" X 6'-8" X1

" HM D1 F1 EXIST

E3/S-522

NEW DOORS, PANIC BAR HARDWARE AND SECURITY WIRING

NO.

PTD HM

RATING SET

MATERIALS ABBREVIATIONS

ALUM

ANOD

ATC

CLR

CL

COIL

CONC

FF

GALV.

GL

GYP/GB

HM

MTL. PNL

PLY

PTD/P-#

RB

STL

VCT

WD

WDSC

WM

EX.

E-1

E-2

STA.

STL

SPCL

ALUMINUM

ANODIZED

ACOUSTIC TILE CEILING

CLEAR SEAL

CHAIN LINK

OVERHEAD COILING DOOR

CONCRETE

FACTORY FINISH

GLAVANIZED

GLASS

GYPSUM BOARD

HOLLOW METAL

METAL PANEL

PLYWOOD

PAINTED (SEE SPEC)

RUBBER BASE

STEEL

VINYL COMPOSITION TILE

WOOD

WOOD SOLID CORE

WIRE MESH

EXPOSED CEILING

EPOXY

CHEMICAL RESISTANT EPOXY

STAINED

STEEL

SPECIAL

ABBREV.

DESCRIPTION

WINDOW OPENING

NO. SIZE MATL. TYPE FINISH MATL. TYPE FINISH

FRAME

HEAD JAMB SILL

FIRE

RATING

HRDW

SET

REMARKS

3'-4" X 3'-0" GL CLR

ALUM ANOD

W-1 W-1 E1/S-522 C1/S-522 A1/S-522

C3/S-522 A3/S-522

LOUVER SCHEDULE

NO. SIZE MATL. TYPE FINISH MATL. TYPE FINISH

FRAME

HEAD JAMB SILL

FIRE

RATING

REMARKS

L-1

2'-0" X 1'-0" STL --

STL --

L-1 L-1

E6/S-522 C6/S-522 A6/S-522

2" 2"

1"

1"

3'-4" X 3'-0" GL CLR

ALUM ANODW-1 W-1 E1/S-522 C1/S-522 A1/S-522

3'-4" X 3'-0" GL CLR

ALUM ANOD

W-1 W-1 E1/S-522 C1/S-522 A1/S-522

LOCKABLE CRANK WINDOW

LOCKABLE CRANK WINDOW

LOCKABLE CRANK WINDOW

INSTALL NEOPRENE PADS AT ALL

CORNERS AND PREVENT CONTACT

OF DISSIMILAR METAL (TYP.)

316 STAINLESS STEEL

TURNBUCKLE. TIGHTEN

FOR SNUG FIT (MIN. 2

ANCHOR STRAPS PER

PIECE OF ROOF TOP

EQUIPMENT. INSTALL IN

LOCATIONS TO ALLOW FOR

EASY MAINTENANCE

316 STAINLESS STEEL

CLAMP

5/8" DIA. X 3" STAINLESS

STEEL EYE BOLT INSTALLED

IN CONCRETE EQUIPMENT

CURB.

ROOF TOP

MECH.

EQUIPMENT

NOTE:

INSTALL 2 TURNBUCKLE ANCHORS PER

PIECE OF MECHANICAL EQUIPMENT UNIT

IN AREAS THAT WILL NOT IMPACT

SERVICING UNITS.

CLEAR COATED STRAPPED 1/2"

316 STAINLESS STEEL CABLE

TYP. MECH. EQUIP. CURB DETAIL

SCALE: 3/4" = 1'-0"

A9

CONCRETE ROOF AND CURB.

SEE OTHER STRUCTURAL

SHEETS FOR ADDITIONAL

INFORMATION

002 3'-2" X 3'-4" STL -- -- PTD

E1/S-522

PROVIDE LOCKING MECHANISM

PTD STL

C1/S-522 A1/S-522

003 3'-2" X 3'-4" STL -- -- PTD

E1/S-522

PROVIDE LOCKING MECHANISM

PTD STL

C1/S-522 A1/S-522

004 3'-2" X 3'-4" STL -- -- PTD

E1/S-522

PROVIDE LOCKING MECHANISM

PTD STL

C1/S-522 A1/S-522

METAL COPING W/ CONT.

CLEATS (TYP.)

PROVIDE BITUMEN COATING

TO SEPERATE METAL FROM

CONCRETE SURFACES

CONTACT

SC-001

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON

SECTION/DETAIL

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

GENERAL CROSS- REFERENCING SYMBOLS

A3

SC-100

A3

B4

WALKWAY DETAILS

A1 0 2' 4'1'SCALE : 1/2"=1'-0"

SC-100

SC-100

A1SC-###

X#

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

WALKWAY DETAILS

0 2' 4'1'

BACK REFERENCE

ON SHEET

INDICATOR IS FOUND

WHERE SECTION/DETAIL

GRID LOCATION

INDICATOR IS FOUND

FIRST SHEET WHERE

B4

SC-100

EXTERIOR ELEVATION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

SC-100

B4

DRAWING WHERE SHOWN

IDENTIFICATION

PARTIAL SECTION

VIEWING PLANE

B4

SC-100

CUTTING PLANE LINE

OBJECT REFERENCED

DRAWING WHERE SHOWN

IDENTIFICATION

FULL SECTION

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ALL TRASH PRIOR TO THE END OF CONTRACT.

CONTRACTOR SHALL PICK-UP AND REMOVE FROM THE PROJECT SITE 6.

ADJACENT STREETS AND STRUCTURES.

THE CONTRACTOR. PROTECT AND MAINTAIN THE INTEGRITY OF

STRUCTURES DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF

SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT 5.

MEANS OR METHODS OF CONSTRUCTION.

OF WORK DOES NOT ENSURE THE ADEQUACY OF THE CONTRACTOR'S

PROPERTY. THE ENGINEER OF RECORD'S (EOR) PRESENCE OR REVIEW

CONDITIONS OF THE JOBSITE INCLUDING SAFETY OF PERSONS AND

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE 4.

TO DESTROYING EXISTING MONUMENTS/NAILS/CROSS CUTS, ETC.

POINTS REQUIRED FOR CONSTRUCTION SHALL BE ESTABLISHED PRIOR

BASELINE AND TBM'S INDICATED ON THE DRAWINGS. ALL CONTROL

ADDITIONAL TBM'S NEEDED FOR CONSTRUCTION, USING THE SURVEY

THE CONTRACTOR TO ESTABLISH THE PROJECT BASELINES AND ANY

BEGINNING OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF

WORK AND VERIFYING ALL MEASUREMENTS AND GRADES PRIOR TO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYING OUT THE 3.

PLAN OR GRADE CHANGES.

PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY

CONTRACTOR SHALL NOTIFY USACE IF ANY DISCREPANCIES EXIST

VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD-2.

REFER TO NAVD 88 (2004.65) SURVEY FEET DATUM.

UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE IN FEET AND1.

GENERAL STRUCTURAL NOTES

GENERAL STEEL NOTES (CONT'D)

B4

SC-100

SC-100

B4

SC-100

B4

GENERAL ALUMINUM NOTES

GENERAL PAINTING AND CORROSION NOTES

GENERAL STEEL NOTES

(1 O

F

OUT OF SCALE.

NOT BE SCALED. N.T.S. IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY

SHOWN TO SCALE. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (N.T.S.) ARE NOT9.

CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE.8.

OPERATIONAL REQUIREMENTS.

ESTABLISHED, IF NECESSARY, TO MEET THE SPECIFIED DESIGN OR

EQUIPMENT WHEN IT IS INSTALLED. FINER SHOP TOLERANCES SHALL BE

CONTRACT DRAWINGS ARE MAXIMUM TOLERANCES APPLICABLE TO THE

THE TOLERANCES SPECIFIED IN THE SPECIFICATIONS OR SHOWN ON THE

ATTENTION OF THE CONTRACTING OFFICER FOR RESOLUTION.

THE DRAWINGS THOROUGHLY AND BRING ANY PROBLEMS TO THE

CONTRACT DRAWINGS. THE CONTRACTOR SHALL, HOWEVER, REVIEW

ALL TOLERANCES SHALL BE AS SPECIFIED OR SHOWN ON THE 7.

INTO CONSIDERATION WHEN ASSEMBLING PAINTED SURFACES.

ACCURATE FINISHED DIMENSIONS. PAINT THICKNESS SHALL BE TAKEN

AND MACHINING ALLOWANCES ON THE RAW MATERIAL TO ENSURE

DIMENSIONS. THE CONTRACTOR SHALL ALLOW ADEQUATE CUTTING

THE DIMENSIONS SHOWN ON THESE DRAWINGS ARE FINISHED 6.

SHALL CLEARLY IDENTIFY MODIFIED DIMENSIONS, IF ANY.

START OF FABRICATION. SHOP DRAWINGS SUBMITTED FOR APPROVAL

LENGTH OF BOLTS AND SCREWS) WITH CONTRACT DRAWINGS BEFORE

CONTRACTOR SHALL VERIFY ALL DIMENSIONS (INCLUDING PROPER

EVEN IF THE SHOP DRAWINGS ARE APPROVED BY THE GOVERNMENT.

CORRECT FIT OF PARTS SHALL BE CONTRACTOR'S RESPONSIBILITY 5.

BY SUBMITTING SHOP DRAWINGS FOR REVIEW.

SHOWN, PROVIDE DETAILS OF A SIMILAR NATURE. VERIFY APPLICABILITY

WORK UNLESS OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY

NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL 4.

THE EOR AND THE CONTRACTING OFFICER, PRIOR TO PERFORMING WORK.

SPECIFICATIONS, UNLESS OTHERWISE REVIEWED AND APPROVED BY

FOR ANY DEVIATION FROM THE 100% SUBMITTAL DRAWINGS AND

AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE 3.

CONTRACTING OFFICER, PRIOR TO PERFORMING WORK.

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE EOR AND THE

DISCREPANCIES AMONG DRAWINGS AND SPECIFICATIONS, IT IS THE

SPECIFICATIONS AND MECHANICAL DRAWINGS. IF THERE ARE

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE2.

ALL TOLERANCES ARE IN INCHES.

ALL DIMENSIONS AND ELEVATIONS ARE SHOWN IN CUSTOMARY U.S. UNITS.1.

GENERAL NOTES:

REINFORCING FILLET WELDS AS PER AWS D1.5.

ALL CJP GROOVE WELDS IN T AND CORNER JOINTS SHALL HAVE 29.

NO BURRS, OFFSETS OR ROUGH AREAS.

28. ALL CJP GROOVE WELDS SHALL BE GROUND FLUSH SUCH THAT THERE ARE

WELDS UNLESS OTHERWISE NOTED.

27. ALL GROOVE AND BUTT WELDS SHALL BE COMPLETE JOINT PENETRATION

ALL WELDS SHALL BE CJP GROOVE WELDS UNLESS OTHERWISE NOTED.26.

SECTION 05 59 20.

CRITICAL WELDS SHALL BE INSPECTED AS PER SPECIFICATION

D1.5M/D1.5 AND SPECIFICATION 05 59 20 AS APPLICABLE. FRACTURE

AS FRACTURE CRITICAL WELDS IN ACCORDANCE WITH THE AWS CODE

ALL WELDS ON FRACTURE CRITICAL MEMBERS SHALL BE TREATED25.

IN ACCORDANCE WITH SPECIFICATION 05 59 20.

WELDING OF CASTINGS SHALL BE QUALIFIED BY TESTING AND PERFORMED24.

OTHER THAN A709 STEEL.

WELD PREQUALIFICATION IS REQUIRED FOR WELDING OF METALS 23.

AND SPECIFICATION 05 59 20 AS APPLICABLE.

WELDING OF A709 STEEL SHALL CONFORM TO AWS CODE D1.5M/D1.5 22.

WELDS FOR SIMILAR JOINTS.

WELDING SYMBOLS SHOWN ON THE DRAWINGS DESIGNATE TYPICAL 21.

CONTRACTOR FOR APPROVAL.

SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE

REQUIRED AND SUGGESTED FIELD WELDING. DETAILED INFORMATION

SOCIETY (AWS) CHART A2.4 AND INDICATE ONLY SIZE, TYPE OF WELDS

WELDING SYMBOLS SHOWN ARE ACCORDING TO AMERICAN WELDING 20.

PERMISSION FROM THE CONTRACTING OFFICER AND EOR.

ON THE DRAWINGS WILL NOT BE PERMITTED EXCEPT BY WRITTEN

SPECIFICATION SECTION 05 59 20. WELDING THAT IS NOT SHOWN

AND TECHNIQUE, WHERE APPLICABLE, SHALL CONFORM TO THE

ALL WELDING SHALL BE ELECTRIC WELDING, WORKMANSHIP 19.

2.5:1 OR GREATER.

THE LARGER OF THE PLATES SHALL HAVE A BEVELED SLOPE OF H:V OF

FOR ANY TRANSITIONS BETWEEN DIFFERING PLATE THICKNESS OR WIDTH, 18.

INCH. 1/32 THE MAXIMUM GAP SHALL NOT EXCEED

LENGTH SHALL BE IN FULL BEARING WITHOUT GAP, FOR THE ALLOWED 25%,

TO BEAR. FOR MILLS TO BEAR, A MINIMUM OF 75% OF THE BEARING

THE REQUIRED WELD LEG SIZE TO ALLOW WRAP AROUND WELDS, MILLS

H INCH LARGER THAN 1/16T SECTION AND SHALL INCLUDE HOLD - BACKS

ALL TRANSVERSE STIFFENERS WILL BE CUT TO EXACTLY MATCH MEMBER17.

THE WELD LENGTH.

SPECIFICATIONS SECTION 05 59 20 ON 100% OF THE SPLICES FOR 100% OF

THEY SHALL BE GROUND FLUSH. NDT SHALL BE PERFORMED PER

ALL SPLICES SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS.16.

APPROVED BY THE CONTRACTING OFFICER PRIOR TO FABRICATION.

ALL SPLICE LOCATIONS NOT SHOWN ON THE DRAWINGS SHALL BE 15.

ELEMENTS NEED TO BE SUBMITTED FOR APPROVAL.

AND ADDITIONAL HOLES PROPOSED BY THE CONTRACTOR ON SUCH

LIFTING HOLES AND WELD ACCESS HOLES IN FCM SHALL BE MINIMIZED 14.

MEMBERS.

ITEMS MARKED THUS (FCM) SHALL BE TREATED AS FRACTURE CRITICAL 13.

FASTENERS DURING ASSEMBLY TO PREVENT GALLING.

AND ASTM D2509 SHALL BE APPLIED TO THE THREADS OF C.R.S.

NICKEL ANTI-SEIZE LUBRICANT IN ACCORDANCE WITH ASTM B117 12.

COAL-TAR EPOXY UNLESS OTHERWISE NOTED.

THE EXCEPTION OF C.R.S. CONNECTIONS) SHALL BE COATED WITH

11. ALL BOLTS AND ANCHOR RODS FOR STRUCTURAL CONNECTIONS (WITH

OTHERWISE NOTED.

ALL BOLTED CONNECTIONS SHALL BE SNUG TIGHT UNLESS10.

CLASS B (ALLOY 316).

PLAIN WASHERS - FED, SPEC, FF-W-92B, TYPE A GRADE 1,C.

NUTS - ASTM F467, NI-CU, ALLOY NUMBER 400.B.

STAINLESS STEEL.

BOLTS - ASTM F593, GROUP 2, ALLOY 316, COLD WORKEDA.

INDICATED BELOW UNLESS OTHERWISE NOTED:

MARKED C.R.S. SHALL BE OF THE MATERIAL, GRADE AND TYPE AS

9. ALL BOLTS, NUTS AND WASHERS FOR STRUCTURAL CONNECTIONS

WASHERS - F436.C.

NUTS - ASTM A563.B.

BOLTS - ASTM F3125 GRADE A325 OF GRADE A490.A.

INDICATED BELOW UNLESS OTHERWISE NOTED:

THE MATERIAL, GRADE AND TYPE ASCONNECTIONS SHALL BE OF

ALL BOLTS, NUTS AND WASHERS USED FOR STRUCTURAL STEEL 8.

OTHERWISE NOTED.

GALVANISING OF STEEL WILL CONFORM TO ASTM A123, UNLESS 7.

AT LEAST 3/8 INCH, UNLESS OTHERWISE NOTED.

MINIMUM THICKNESS OF ANY STEEL MEMBER SHALL BE 6.

SECTION 05 59 20.

ALL WELDING OF ALUMINUM ITEMS SHALL CONFORM TO SPECIFICATION 3.

SPECIFICATION SECTION C1.

REQUIREMENTS OF ASTM B221 AND IN ACCORDANCE WITH

ALL GRATING SHALL BE ALUMINUM ALLOY 6063-T6 MEETING ALL 2.

MEETING REQUIREMENTS OF ASTM B209.

ALUMINIUM ALLOY 6061-T6 ASTM B221, ALL HANDRAIL PLATES SHALL BE

OF SHALL BE ALUMINUM ALLOY 6061-T6 MEETING REQUIREMENTS

HANDRAILS JOINTS ALL HANDRAIL ASSEMBLY SHAPES, BARS AND 1.

GENERAL STEEL NOTES (CONT'D)

OF THE PAINT.

SHOULD BE REMOVED AS NECESSARY TO ENSURE PROPER ADHESION

THE OVERALL SURFACE PREPARATION FOR PAINTING. WELD SPATTER

FOR PROPER ADHESION OF THE PAINT BEFORE PROCEEDING WITH

BE BLENDED GROUND AND DRESSED TO AVOID STRESS RISERS AND

WELDS WITH SURFACE IRREGULARITIES AND SHARP CORNERS SHALL9.

TABLE J2.4.

CONTACT WITH A MINIMUM WELD SIZE ACCORDING TO AISC 360-16

RUNNING A CONTINUOUS FILLET WELD ALONG ALL EDGES OF THE

IN CONTACT, ALL SUCH CONTACTS SHALL BE SEALED WATERTIGHT BY

TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES 8.

GALVANIC CORROSION.

SHALL BE ISOLATED BY THE USE OF NEOPRENE GASKET TO PREVENT

SURFACES OF DIFFERENT MATERIALS IN CONTACT WITH EACH OTHER7.

COATED WITH AN APPROVED ANTI-CORROSION COMPOUND.

ALL STEEL BOLTS AND BOLT HOLES SHALL BE PAINTED AND/OR 6.

BY BOLTING, SHALL BE PAINTED BEFORE ASSEMBLY.

INTERFACING SURFACES OF STEEL STRUCTURAL ITEMS, ASSEMBLED 5.

PRIOR TO PAINT APPLICATION UNLESS OTHERWISE NOTED.

ALL BOLT HOLES IN STRUCTURAL STEEL ELEMENTS SHALL BE DRILLED4.

STEEL, FIELD WELD AND STAINLESS STEEL.

THE PAINT TO BE APPLIED AFTER WELDING SHALL COVER ALL CARBON

STEEL IS TO BE WELDED TO STAINLESS STEEL, IN SHOP OR FIELD,

DAMAGE TO THE PAINT DURING FIELD WELDING. WHERE CARBON

ON EACH SIDE OF ALL FIELD WELDED SPLICES TO PREVENT EXTENDED

ADEQUATE UNPAINTED SPACE SHALL BE PROVIDED IN THE SHOP3.

PER SPECIFICATION 09 97 02 UNLESS OTHERWISE NOTED.

ALL METAL WORK SHALL BE COATED WITH COAL TAR EPOXY AS2.

FOR PAINTING, REFER TO SPECIFICATION SECTION 09 97 02.1.

UNLESS OTHERWISE NOTED.

STAINLESS STEEL PLATES SHALL CONFORM TO ASTM A240, TYPE 316 5.

TYPE 316 UNLESS OTHERWISE NOTED.

STAINLESS STEEL SHAPES AND BARS SHALL CONFORM TO ASTM 276,4.

(STAINLESS STEEL).

ITEMS MARKED C.R.S. SHALL BE CORROSION RESISTANT STEEL3.

STRUCTURAL STEEL PIPE SHALL CONFORM TO API SPEC 5L, GRADE X42.2.

UNLESS OTHERWISE NOTED.

ASTM A709 GRADE 50F, IMPACT TESTING TEMPERATURE ZONE 1

ALL ROLLED STRUCTURAL STEEL W SHAPES AND PLATES SHALL BE 1.

FOR 100% LENGTH OF THE WELDS.

DRAWINGS IS NOT COVERED BY THE SPECIFICATION, TESTING SHALL BE

LENGTH OF NON-DESTRUCTIVE TESTING SHOWN ON THE CONTRACT

WITH THE SPECIFICATIONS AND DRAWINGS. IN CASES WHERE THE

PERFORM ALL REQUIRED NON-DESTRUCTIVE TESTING IN ACCORDANCE

IDENTIFIED ON THE DRAWINGS, THE CONTRACTOR SHALL IDENTIFY AND

SECTION 05 59 20, SOME OF THOSE REQUIREMENTS HAVE BEEN

NON-DESTRUCTIVE TESTING OF WELDS SHALL BE PER SPECIFICATION 37.

MATERIAL OF CHEMICAL COMPOSITION EQUAL TO C.R.S. MATERIAL.

WELDING INVOLVING C.R.S. COMPONENTS SHALL BE DONE WITH FILLER36.

UNLESS OTHERWISE NOTED.

THE CUTS FACING THE WELDS. THE RADIUS SHALL BE 1.5 INCHES

PREPARATION AND PAINTING OF THE WELDS AND THE SURFACES OF

AND TO PROVIDE SUFFICIENT SPACE TO FACILITATE PROPER SURFACE

WELD ACCESS HOLES SHALL BE PROVIDED TO FACILITATE CJP WELDING35.

ROUNDING OF EDGES WHERE SHOWN SHALL BE FULL RADIUS.34.

OTHERWISE NOTED.

ALL SHARP EDGES SHALL BE GROUND TO A 1/16" RADIUS MIN. UNLESS 33.

ALONG THE LEG UNLESS OTHERWISE NOTED.

THE MINIMUM SIZE OF FILLET WELDS SHALL BE 5/16TH INCH MEASURED32.

A MINIMUM 1/16 INCH LARGER THAN THE REQUIRED WELD LEG SIZE.

ALL FILLET WELDS SHALL HAVE A LANDING SURFACE / SHELF THAT IS AT 31.

WELD SIZE.

OF WELD SHALL BE SEAL WELDED USING AWS SPECIFIED MINIMUM

EVERY ACCESSIBLE JOINT NOT HAVING A DESIGNATED TYPE AND SIZE

ALL FILLET WELDS SHALL BE CONTINOUS, WRAPPED, AND WATERTIGHT.30.

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FIELD ASSEMBLY

SEQUENCE IS FOLLOWED.

SPECIFIED TOLERANCES EVEN IF THE SUGGESTED CONSTRUCTION

THE CONTRACTOR SHALL REMAIN RESPONSIBLE FOR MEETING 6.

FABRICATED ASSEMBLIES DUE TO SUCH OPERATIONS.

THAT THERE WILL BE NO UNDUE STRESSES INDUCED WITHIN THE SHOP

SIGNED AND SEALED BY A PROFESSIONAL ENGINEER AND SHALL SHOW

PLANS AND TRANSPORTATION PLAN MUST ACCOMPANY CALCULATIONS

PLANS TO THE CONTRACTING OFFICER FOR APPROVAL. ALL LIFTING

ASSEMBLY PLANS AS WELL AS TRANSPORTATION AND RIGGING

CONTRACTOR SHALL SUBMIT ALL SHOP FABRICATION AND FIELD 5.

FABRICATION.

FABRICATED PARTS. CONTRACTOR MUST OBTAIN APPROVAL PRIOR TO

SHOP IF FEASIBLE TO PRODUCE BIGGER ASSEMBLIES OF SHOP

CONTRACTOR IS ENCOURAGED TO PERFORM MORE WELDS IN THE 4.

FABRICATION SEQUENCE.

TO BE SPLICED BEYOND WHAT HAS BEEN SHOWN ON THE SUGGESTED

NO ADDITIONAL FRACTURE CRITICAL MEMBERS SHALL BE ALLOWED 3.

FIELD ASSEMBLY OF THE ENTIRE GATE LEAF.

SEQUENCE OF THE GATE UTILIZING SHOP WELDED PARTS AND

SHEETS SC-901 THRU SC-908 SHOW A SUGGESTED FABRICATION 2.

SHALL BE CARRIED OUT IN PIECES USING TRACTOR TRAILERS.

THE PROJECT SITE AND TRANSPORTATION OF THE GATE

GATE LEAF. DELIVERY THRU BARGE IS NOT AN OPTION FOR

RESTRICTIONS ON TRANSPORTATION OF FULLY ASSEMBLED

ASSEMBLED IN ITS ENTIRETY AT THE PROJECT SITE DUE TO

SECTOR GATE SHALL BE PARTIALLY SHOP FABRICATED AND 1.

(2 O

F

OF THE GATE TO THE PROJECT SITE.

SHALL BE PROVIDED TO CONTRACTING OFFICER FOLLOWING DELIVERY

ALL SLING AND HARDWARE NECESSARY FOR LIFTING SECTOR GATE LEAF 9.

BY CONTRACTING OFFICER.

AMOUNT OF SUCH HOLES SHALL BE MINIMIZED AND REQUIRE APPROVAL

SOLVENT-FREE EPOXY RESIN REINFORCED WITH SILICON STEEL ALLOY.

REPAIR COMPOSITE FOR METAL REPAIR AND RESURFACING BASED ON

THAT WOULD ALLOW WATER TO PASS THROUGH SHALL BE FILLED WITH

ALL HOLES THAT CREATE AN OPENING IN THE DAMMING SURFACE 8.

EOR FOR APPROVAL.

WELDS. LOCATION OF SPLICE AND DETAILS SHALL BE SUBMITTED TO THE

SKIN PLATE SPLICES SHALL BE COMPLETE JOINT PENETRATION GROOVE 7.

SEPARATELY, SEALS SHALL NOT BE PRE-DRILLED.

INSTALLATION. STRAIGHT LENGTHS AND CORNERS SHALL BE PROVIDED

ALL FULLY VULCANISED MOLDED SEAL CORNERS NECESSARY FOR

CONTRACTOR SHALL PROVIDE 110% OF STRAIGHT SEAL LENGTH AND6.

CRATING FOR DELIVERY AND STORAGE.

BE MATCH MARKED WITH STEEL ELEMENT BOLT HOLES PRIOR TO

ALL SEAL SUPPORT PLATE AND SEAL CLAMPING BAR BOLT HOLES SHALL 5.

DAMAGE SEALS.

DRESSED AS NECESSARY TO REMOVE SHARP EDGES WHICH MAY

ALL STEEL PARTS IN CONTACT WITH SEALS SHALL BE GROUND AND 4.

SEAL WASHERS - NEOPRENE.C.

PLAIN WASHERS - C.R.S.B.

BOLTS, SCREWS AND NUTS - C.R.S.A.

HARDWARE SHALL BE:

WELDS SHALL BE CONTINUOUS AND WATERTIGHT. ALL SEAL MOUNTING

SEALS SHALL BE CONTINUOUS AND WATERTIGHT. SEAL SEAT BAR 3.

SPATTER.

SURFACES. THESE SURFACES SHALL BE PROTECTED FROM WELD

PLATES, BUSHINGS, PINS, AND OTHER CRITICAL BEARING/SEALING

TO BE PRECISELY ALIGNED INCLUDING SEALING SURFACES, BEARING

SURFACES TO BE MACHINED SHALL INCLUDE ALL SURFACES REQUIRED 2.

AISC ALLOWABLE STRESS DESIGN IN ACCORDANCE WITH AISC 360-16.

SECTOR GATE STEEL DESIGN HAS BEEN CARRIED OUT FOLLOWING 1.

SECTOR GATE NOTES NEEDLE GIRDER NOTES:

AT THE SHOP PRIOR TO SHIPPING TO THE PROJECT SITE.

THE NEEDLE GIRDERS SHALL BE FABRICATED AND PAINTED 1.

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C HINGEL SKIN PLATE

FACE OF

CONTROL DIMENSIONS DIMENSIONS

AMBIENT TEMPERATURE AT TIME OF MEASUREMENT

CHANNEL SIDE TRUSS SAG - BOTTOM OF B/CHORD

RECESS SIDE TRUSS SAG - BOTTOM OF B/CHORD

FACE OF SKIN PL HEIGHT - CHANNEL SIDE (I)

STEEL SURFACE TEMPERATURE AT TIME OF MEASUREMENT

LCHANNEL SIDE C HINGE TO FACE OF SKIN PL - TOP (A)

CHANNEL SIDE C HINGE TO FACE OF SKIN PL - BOTTOM (B)L

CHANNEL SIDE TRUSS HEIGHT - AT SKIN PL - TOP OF T/CHORD TO BOTTOM OF B/CHORD (E)

TRUSS HEIGHT AT HINGE - TOP OF T/CHORD TO BOTTOM OF B/CHORD (K)

RECESS SIDE C HINGE TO FACE OF SKIN PL - TOP (C)

RECESS SIDE C HINGE TO FACE OF SKIN PL - BOTTOM (D)

RECESS SIDE TRUSS HEIGHT - AT SKIN PL - TOP OF T/CHORD TO BOTTOM OF B/CHORD (F)

FACE OF SKIN PL ARC LENGTH - TOP (G)

FACE OF SKIN PL ARC LENGTH - BOTTOM (H)

FACE OF SKIN PL HEIGHT - RECESS SIDE (J)

L

L

3. A GOVERNMENT REPRESENTATIVE SHALL BE ON SITE TO WITNESS THE MEASUREMENTS BEING TAKEN.

2. MEASUREMENTS SHALL BE SUBMITTED TO GOVERNMENT FOR REVIEW AND APPROVAL BEFORE PROCEEDING.

C. POST PAINTING

B. POST ASSEMBLY IN FIELD / PRIOR TO PAINTING

A. POST SUBPART ASSEMBLY IN SHOP / PRIOR TO PRIMING

1. CONTROL DIMENSIONS TO BE RECORDED AT THREE SEPERATE WITNESS POINTS:

NOTES:

D

IM

A B

DIM. C, D

DIM. A, C

DIM. B, D

D

IM

K

D

IM

E

F

C H

IN

G

E L F A

C E

O F

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IN

P

L

90°

D

IM

J

90°

DIM. G

D

IM

I

DIM. H

D1

GATE PLAN

NTS.

E6

B6

NTS.

TRUSS ELEVATION

NTS.

SKIN PLATE ELEVATION

+ 1/16 "

/8

/8

/8

+ 1/16 "

/8

+0, - 1/16 "

+0, - 1/16 "

/8

30°

TOLERANCE

LENGTH

MEASURED

41'-11 11/16"

41'-11 11/16"

41'-11 11/16"

41'-11 11/16"

37'-2 5/8"

37'-2 5/8"

37'-2 5/8"

37'-2 5/8"

46'-4 3/8"

46'-4 3/8"

33'-3 5/8"

+ 1/16 "

/1

+0, -1/16"

+0, -1/16"

+1/8"

+1/8"

+1/8"

+0, -1/16"

+1/16"

+1/8"

+1/8"