Typical Structural Drawings in DWG format

1

2

3

GENERAL NOTES:

4

5

CONCRETE NOTES: ABBREVIATIONS 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f’c) OF XXXX PSI AT 28 DAYS, 90 DAYS IF POZZOLAN IS USED, UNLESS OTHERWISE NOTED.

7. RESERVED 7. FOR BORING LOGS, SEE DWGS. XX-XX. 8. ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL - 1994. 9. REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE. 10. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED. 11. REINFORCEMENT, WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED BY THE CONTRACTING OFFICER. 12. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL BY THE CONTRACTING OFFICER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED BY THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR’S EXPENSE.

= FIRE HYDRANT

FF

= FAR FACE

FS

= FAR SIDE

G

= GAS

H.S.

= HIGH STRENGTH

LP

= LIGHT POLE

LS

= LIGHT STANDARD

MH

= MANHOLE

NF

= NEAR FACE

NS

= NEAR SIDE

N.T.S.

= NOT TO SCALE

O.C.

= ON CENTER

OPT.

= OPTIONAL

P

= POWER

46

36

21

16

28

21

P.C.

= POINT OF CURVATURE

33

56

43

26

20

33

26

P.T.

= POINT OF TANGENCY

62

48

81

62

37

29

49

37

S

= SEWER

8

71

55

93

71

43

33

44

43

SB/L

= SUBBASELINE

9

80

62

104

80

48

37

50

48

S.C.O.

= SEWER CLEANOUT

10

89

68

116

89

53

41

56

53

STD. HK.

= STANDARD HOOK

11

98

75

127

98

59

45

61

59

STA.

= STATION

T

= TELEPHONE

TD

= TRENCH DRAIN

TF

= TOP FACE

TEL.M.H.

= TELEPHONE MANHOLE

TL

= TOP LAYER

TP

= TEST PILE

U.O.N.

= UNLESS OTHERWISE NOTED

U/S

= UPSTREAM

W

= WATER

5

36

27

6

43

7

MINIMUM LAP LENGTH MINIMUM EMBEDMENT

LENGTH, INCHES TOP

OTHER

18

14

ALTERNATE TABLE

INCHES TOP

24

MINIMUM LAP LENGTH

LENGTH, INCHES

OTHER

18

TOP

OTHER

12

12

INCHES TOP

14

OTHER

12

4

25

19

32

25

15

12

19

15

5

31

24

40

31

18

14

24

18

6

37

28

48

37

22

17

29

22

W/L

= WALL LINE

7

54

42

70

54

32

25

42

32

W.M.

= WATER METER

8

62

47

80

62

37

28

48

37

W.V.

= WATER VALVE

9

69

53

90

69

42

32

54

42

36

60

46

39

66

51

10

77

59

100

77

46

11

85

65

110

85

51

NOTES: 1. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET: A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS. B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE MUST BE AT LEAST 2 BAR DIAMETERS.

SECTION OR DETAIL SYMBOL A

SECTION OR DETAIL IDENTIFICATION

SECTION WITHIN VOLUMES

A

SECTION WITHIN VOLUMES

2

2 3

DWG. NO. WHERE SECTION OR DETAIL TAKEN

2. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS. B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE MUST BE AT LEAST 2.5 BAR DIAMETERS.

A

9

DWG. NO. WHERE SECTION OR DETAIL DRAWN

SECTION OR DETAIL IDENTIFICATION, TAKEN AND DRAWN ON SAME DWG.

3. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OF THE CENTERTO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR APPROPRIATE GUIDANCE. 4. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 5. THE TABLES SHOWN ABOVE ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 FOR ADDITIONAL CONSIDERATIONS.

USACE - NEW ORLEANS

NTS

A/E TYPICALS

17

AE-TYP01.DGN

22

37

FILE NAME:

13

22

ANSI D

17

28

SIZE:

= OFFSET

28

4

12’ = 1’

OS

21

~

13

28

GENERAL NOTES

17

16

CONTRACT NO.:

12

21

TOP

FILE NUMBER:

13

3

OTHER

TOP

PLOT SCALE: PLOT DATE:

INCHES OTHER

MINIMUM EMBEDMENT

DATE

= EQUALLY SPACED

F.H.

TOP

OTHER

3

REINFORCEMENT CLEARANCE DETAIL

= ELEVATION

ES

OTHER

TOP

BAR SIZE

SPACING

= EACH FACE

EL.

MINIMUM LAP LENGTH

LENGTH, INCHES

BASIC TABLE

PRIMARY REINFORCEMENT

= ELECTRICAL

EF

GENERAL DRAWINGS

INCHES

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 4000 PSI

B

= DRAIN VALVE MANHOLE

E

ALTERNATE TABLE

MINIMUM LAP LENGTH MINIMUM EMBEDMENT

LENGTH, INCHES

= DRAIN VALVE

D.V. MH.

SOLICITATION NO.:

MINIMUM EMBEDMENT

= DOWNSTREAM

D.V.

SUBMITTED BY:

BAR SIZE

= DRAIN PIPE

D/S

NEW ORLEANS, LOUISIANA

BASIC TABLE

= DROP INLET

D.P.

~

2’’ (MIN)

SECONDARY REINFORCEMENT

REINFORCEMENT EMBEDMENT AND SPLICE TABLES - 3000 PSI

= DRAIN

D.I.

MAY 2008

FACE OF CONCRETE

4’’ (MIN)

CONCRETE SECTION EQUAL TO OR LESS THAN 12’’ IN THICKNESS

6. ITEMS MARKED C.R.S. SHALL BE CORROSION-RESISTANT STEEL (STAINLESS STEEL), SEE SPECIFICATIONS.

CONCRETE SECTION EQUAL TO OR GREATER THAN 24’’ IN THICKNESS

5. DIMENSIONS SHOWN OR CALLED FOR ARE THE FINAL DIMENSIONS; ALLOWANCES MUST BE MADE FOR MACHINING.

14. FOR "T-WALL" CONCRETE PLACEMENT, THE CONTRACTOR SHALL EITHER PLACE A CONSTRUCTION JOINT AT APPROXIMATELY MID-WALL HEIGHT OR SHALL EMPLOY TEMPORARY "WINDOWS" IN THE FORMS TO FACILITATE CONCRETE PLACEMENT AND CONSOLIDATION.

CONCRETE SECTION GREATER THAN 12’’ AND LESS THAN 24’’ IN THICKNESS

13. ALL EXTERIOR FORMED SURFACES NOT COVERED BY BACKFILL SHALL BE CLASS "A" FINISH AND SURFACES COVERED BY BACKFILL SHALL BE CLASS "D" FINISH, UNLESS OTHERWISE NOTED.

3’’ (MIN)

C

4. WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AMERICAN WELDING SOCIETY AND INDICATE ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR APPROVAL.

= DIAMETER

D

A/E TYPICAL DRAWINGS

3. ALL WELDING SHALL BE ELECTRIC WELDING, WORKMANSHIP AND TECHNIQUE, WHERE APPLICABLE, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE, SEE SPECIFICATIONS.

= CORROSION-RESISTANT STEEL

O

DATE:

OF THE CONTACT, UNLESS OTHERWISE NOTED.

= CENTER LINE

C.R.S.

CKD BY:

2. TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT, ALL SUCH CONTACTS SHALL BE SEALED WATERTIGHT BY RUNNING A CONTINUOUS 18" FILLET WELD ALONG ALL EDGES

= CLEAR COVER

C/L OR C L

USACE - NEW ORLEANS

1. ALL STRUCTURAL STEEL SHALL BE ASTM A36, UNLESS OTHERWISE NOTED.

= CONSTRUCTION JOINT

CL

DWN BY:

STEEL NOTES:

= CAST IRON

CJ

DESCRIPTION

CHAMFER AT ALL EXPOSED JOINTS, EDGES,

= CATCH BASIN

C.I.

MARK

34"

EXTERNAL CORNERS, AND VERTICAL EXPANSION JOINTS.

= CENTER

CB

APPR.

6. UNLESS OTHERWISE NOTED, PROVIDE

6. BENCH MARKS AND BASE LINES HAVE BEEN ESTABLISHED AT THE SITE BY THE GOVERNMENT.

= BOTTOM LAYER

C

DESIGNED BY:

5. DRAWINGS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. NTS IS SHOWN ONLY WHERE DRAWING IS OBVIOUSLY OUT OF SCALE.

= BOTTOM FACE

BL

DATE

5. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

= BASELINE

BF

NEW ORLEANS DISTRICT

4. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (NTS) ARE NOT SHOWN TO SCALE

= AZIMUTH

B/L

DESCRIPTION

4. REINFORCING SHALL BE SPACED TO MISS RECESSES FOR GATE LATCHES.

AZ

MARK

3. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60,000 PSI.

= ALTERNATE SPACING

U.S. ARMY CORPS OF ENGINEERS

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+) ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ACTUAL DIMENSIONS IN THE FIELD.

ALT. SP.

APPR.


2. STABILIZATION SLAB CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f’c) OF 2500 PSI AT 28 DAYS, 90 DAYS IS POZZOLAN IS USED.

HURRICANE DESIGN GUIDELINES

2. ELEVATIONS ARE IN FEET AND REFER TO NAVD88 (2004.65).

D

US Army Corps of Engineers fi

1. AZIMUTHS SHOWN ARE MEASURED CLOCKWISE FROM THE NORTH.

SHEET IDENTIFICATION

X-00

1

2

3

4

5


APPR.


DATE

MONOLITH JOINT

TOP OF ’’T’’ WALL OR ’’I’’ WALL

SETTLEMENT REFERENCE MARKER SCHEDULE

10 GAGE, C.R.S.

DRILL 916" HOLE

S.R.M.

W/L STATION

NO. IDENTIFICATION TAG

ELEVATION

*

(C/L MONOLITH JOINT)

DESCRIPTION

D

**

12’’

1 14’’

1 14’’

12’’

DATE

APPR.

REFERENCE BOLT

MARK

58’’

1 34’’

EL. VARIES, SEE SCHEDULE

DESCRIPTION

2 12’’

C

IDENTIFICATION TAG

TYPICAL ELEVATION OF

SCALE: 1’’ = 1’ - 0’’

SETTLEMENT REFERENCE MARKER

** 12"

X 3" HEX. HEAD CAP SCREW, C.R.S.

W/L STATIONS ARE APPROXIMATE. LOCATE REFERENCE BOLTS AT NEAREST W/L STATION TO THOSE SHOWN. NOTE: THE CONTRACTOR SHALL TAKE FINAL ELEVATIONS OF ALL SETTLEMENT REFERENCE MARKERS AND SHALL SUBMIT THIS DATA TO THE CONTRACTING OFFICER REPRESENTATIVE (COR). THE COR WILL FURNISH THIS DATA TO ENGINEERING DIVISION. ATTENTION OF: CEMVN-ED-T

AE-TYP02.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12"=1’

CONTRACT NO.:

FILE NUMBER: PLOT SCALE: PLOT DATE:

SOLICITATION NO.:

SUBMITTED BY:

MAY 2008 USACE - NEW ORLEANS

CKD BY:


*


B

DWN BY:

DESIGNED BY:

IDENTIFICATION TAG, 10 GAGE, C.R.S., SEE DETAIL.


DATE:

MARK

SCALE: 34’’ = 1’- 0’’

2’

3’

A SCALE: 6"=1’ 0

3"

6"

9"

12"

~

SETTTLEMENT REFERENCE MARKERS

1’

GENERAL DRAWINGS

SCALE:3/4"=1’ 0

~

SCALE: 6’’ = 1’ - 0’’


USACE - NEW ORLEANS

REFERENCE BOLT


3"

SCALE:1"=1" 0

1"

2"


X-00

1

2

3

4

5

3’’

1" O X 116" DEEP RECESS

DRILL 11 16" O HOLE IN FIELD

US Army Corps

PL 316

112’’

11 16"

114’’

of Engineers fi NEW ORLEANS DISTRICT

DESCRIPTION

78’’

11 16" X 1" SLOTTED HOLE

NUT SPLICE BOLT

PLATE WASHER

114’’

SCALE: 1’’ = 1’ - 0’’ POST BOLT

1516’’

2’’ NTS

MARK

138’’

FOR 34’’ O STUDS

W6 x 20

C/L 1516" O HOLES

12’’

3’-712’’

12’’

1’-978’’

2’-412’’

D

W6 x 20

DATE

134’’

658’’

658’’

45

APPR.

FOR PROPER GUARDRAIL FIT THEN BOLT GUARDRAIL

APPR.

2’-6’’

DATE

234’’

DIA

3’’

58’’

45

3’’ NEUTRAL AXIS

BRIDGE GUARDRAIL POST DETAIL

338’’

OVAL SHOULDER BUTTON HEAD

SCALE: 1’’ = 1’- 0’’

BUTTON HEAD BOLT

REQ’D. ONLY FOR USE IN BCT

PLAN

GUARDRAIL SPLICE BOLT AND POST BOLT 714’’

414’’

414’’

4’’

2’’

4’’

NOTE: LAP IN DIRECTION OF TRAFFIC.

ELEVATION SPLICE BOLT SLOT 2932" X 1 18"

W BEAM SPLICE DETAIL - W6 POST W BEAM END SECTION (ROUNDED)

SCALE: 1"=1"

SCALE: 1 12’’ = 1’ - 0’’

A

0

1’

2’

SCALE: 1 12’’ = 1’ - 0’’

SCALE:1-1/2"=1’ 0

6"

1’

AE-TYP03.DGN

A/E TYPICALS

FILE NAME:

ANSI D

12"=1’

CONTRACT NO.:


SOLICITATION NO.:

SUBMITTED BY:

SIZE:

(1 OF 2)

34" X 2 12"

C/L POST

ALL RAIL COMPONENTS EXCEPT THE W AND THRIE BEAM TERMINAL CONNECTORS SHALL MEET AASHTO M-180, CLASS A METAL THICKNESS WITH A TYPE II COATING. THE W BEAM AND THRIE BEAM TERMINAL CONNECTORS SHALL BE CLASS B METAL THICKNESS WITH TYPE II COATING.

GUARDRAIL DETAILS

2932" X 1 18" POST BOLT SLOT

1’-014’’

SPLICE BOLT SLOT

USACE - NEW ORLEANS

1’-4’’ APPROX.

NOTE:

GENERAL DRAWINGS

812’’


SCALE: 1 12’’ = 1’ - 0’’

214’’

~

W BEAM TERMINAL CONNECTOR

2’-0’’ APPROX.

MAY 2008


ELEVATION

316 X 134 X 0’-3’’

CKD BY:

DATE:

SLOTS (OPTIONAL) 30

W6 X 20 POST


2’’ PLATE WASHER

B

USACE - NEW ORLEANS

C/L 34" X 2 12" POST BOLT

614’’ R

DWN BY:

2’’

414’’

DESIGNED BY:

1" O HOLES (TYP)

2932" X 1 18" SLOTS 414’’


CONTOUR TO FIT OVER RAIL ELEMENT

812’’


N

MI

312’’

3’’

618’’

1214’’

618’’

312’’

3’’

1’-1034’’

MARK

SCALE: 1’’ = 1’ - 0’’

DESCRIPTION

25 12 BEND

C

2’

SCALE: 6"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

4

5

812’’ C/L POST BOLT SLOT 414’’ 414’’

2’’

2’’

3316’’

116’’

2’-312’’

116’’

SHEET THICKNESS

(-0,+316’’)

3316’’

US Army Corps

SHEET

of Engineers fi

THICKNESS

(-0,+316’’)


614’’

1’-914’’ 10

CONTOUR TO FIT UNDER RAIL ELEMENT

10’’

214’’

NOTE: LAP IN DIRECTION OF TRAFFIC.

"R

314’’

1 1732"

C/L POST BOLT SLOTS

C/L POST BOLT SLOTS

R

DESCRIPTION

’’ 38

POST BOLT SLOT 34" X 2 12"

C

DATE

314’’

618’’ 618’’

SCALE: 1 12’’ = 1’ - 0’’

1’-014’’

ELEVATION

16

1 1732"

MARK

SLOTTED HOLES 2932" X 1 18"

414’’

R

15

APPR.

414’’

’

118’’

2’’

W BEAM SPLICE DETAIL - WOOD POST

1516" R

314’’

C/L POST BOLT SLOT

1’

916’’

PLAN

12 14" (+ 316") -

2932" X 1 18"

POST BOLT SLOT 34’’ X 212’’

DATE

1516" R

338’’

SPLICE BOLT SLOT

214’’

20" (+ 316") -

D

10^

DESCRIPTION

1’-012’’ LAP

238’’

316 X 134 X 0’-3’’

APPR.

PLATE WASHER

ELEVATION

W BEAM END SECTION (FLARED) " 1 116

MARK

SCALE: 1 12’’ = 1’ - 0’’

W BEAM - SECTION SCALE: 6’’ = 1’ - 0’’

2’-6’’

8’’

2’’

2’’

414’’

414’’

SCALE: 6’’ = 1’ - 0’’

SLOTTED HOLES 2932" X 1 18"

ELEVATION

SCALE:1-1/2"=1’

ELEVATION

THRIE BEAM TERMINAL CONNECTOR

0

6"

1’

A/E TYPICALS 12"=1’

CONTRACT NO.:

FILE NAME:

AE-TYP03.DGN ANSI D

SUBMITTED BY:

CKD BY: DWN BY:

SIZE:

(2 OF 2)

GUARDRAIL DETAILS

C/L POST BOLT SLOTS 34’’ X 212’’

A

GENERAL DRAWINGS

1" O HOLES (TYP)

SLOTS (OPTIONAL)

~

C/L 34" X 2 12" POST BOLT


2932" X 1 18" SLOTS

USACE - NEW ORLEANS

238’’

20’’

6316’’

758’’

R

2’

’

758’’

758’’

6316’’

DESIGNED BY:

THRIE BEAM - SECTION PLAN


414’’

" 1 116


414’’

) 316’’


3’’

238’’

B

(-0,+

314’’

1’-1034’’


714’’

10’’

PLAN

USACE - NEW ORLEANS

1’-012’’ LAP 3’’

20" (+ 316") -

FILE NUMBER:

R PLOT SCALE: PLOT DATE:

338’’

’’ 38

DATE:

1’-914’’

614’’

MAY 2008

2’-312’’

NEUTRAL AXIS

SOLICITATION NO.:

C/L POST BOLT SLOT

2’

FLARED END SECTION FOR THRIE BEAM

SCALE: 1 12’’ = 1’ - 0’’

SCALE: 6"=1’

SCALE: 1 12’’ = 1’ - 0’’ 0

3"

6"

9"

12"


X-00

1

2

3

4

C/L EXPANSION JOINT

5

C/L EXPANSION JOINT 29’ - 4’’+/-

29’ - 4’’+/-

29’ - 4’’+/-

US Army Corps of Engineers fi NEW ORLEANS DISTRICT

APPR.

9’’

A

DATE

TOP OF I-WALL

WALL TEXTURE, SEE SECTIONS

D

B

B

B

DESCRIPTION

8’’ (TYP)

B

412’’

FINISH GRADE AT LEVEE CROWN, EL. VARIES

DESCRIPTION

712’’

DATE

3’’

APPR.

MARK

FRACTURED FIN TEXTURE

C

BOTTOM OF I-WALL

A

MARK

TYPICAL I-WALL ELEVATION PROTECTED SIDE TEXTURE FINISH

AE-TYP04.DGN

A/E TYPICALS

FILE NAME: = 1’

ANSI D


SIZE:

FILE NUMBER:

MAY 2008

CONTRACT NO.: SUBMITTED BY:

CKD BY:

NTS

3’-6’’

3’’

1012’’1012’’ 1’-9’’

SECTION A

6’’

~

ARCHITECTURAL FINISH

34" CHAMFER (TYP)

3’’

GENERAL DRAWINGS

SHEET PILE TIP

~

USACE - NEW ORLEANS

Z - PILES


C/L DUMMY JOINT HURRICANE DESIGN GUIDELINES

2’-9’’

FINISH GRADE

12’’

A

DWN BY:

DESIGNED BY:

3. NO ARCHITECTURAL FINISH ON CANAL SIDE.


TYPICAL TEXTURE AT EXPANSION JOINTS

2. CONTRACTOR SHALL MAKE ALL EFFORTS TO MINIMIZE THE OCCURRENCE OF BUTT JOINTS. CONTRACTOR SHALL SUBMIT, FOR PRIOR APPROVAL, DRAWINGS SHOWING THE LOCATION OF ALL BUTT JOINTS IN FORMS USED FOR CONSTRUCTION.


1. ALL FORM TIE BOLTS SHALL BE PLACED IN THE VALLEY OF THE FRACTURED FIN TEXTURE (i.e., BETWEEN ADJACENT FINS).

(TYP)

SECTION B 712’’

3’’

2’’

1’-4’’

EL. 4.75 FINISH GRADE

8’’

(TYP)

9’’

412’’

8’’

ALL FRACTURED FINS SHALL MAINTAIN A CONTINUOUS FLAT EDGE AT THE CROWN OF THE FIN.

W/L

1

NOTES: 34" CHAMFER (TYP) 34’’

FRACTURED FIN TEXTURE

1

114’’

B

12" EXPANSION JOINT

(TYP)

WALL TEXTURE

34’’ (TYP)

USACE - NEW ORLEANS

C/L JOINT

12"

1

C.J.

DATE:

9’’

NEW I-WALL

NEW I-WALL

1


SCALE: 12 " = 1’- 0’’ 14" /FT

SOLICITATION NO.:

12’’

SCALE:1/2"=1’ 0

1’

2’

4’

SPECIAL TEXTURE AT P.I.

SCALE: 12 " = 1’- 0’’ NTS


X-00

1

2

3

4

5

12’’

BARBED WIRE (TYP.)

US Army Corps

NOTES:

of Engineers fi

BARBED-WIRE APRON ON EXTENSION ATMS


X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

X

X

X

X

X

X

X

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X

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X

X

X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

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X

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X

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X

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND METHODS OF INSTALLATION. LOCK PIN (TYP.)

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE SECURE AREA.

D TOP RAIL

TIE WIRES LINE POST

CORNER, END OR PULL POST

45%%d

LINE POST

CHAIN-LINK FABRIC

BRAE RAIL

35%%d 3. FENCE FRAMEWORK AND ACCESSORIES SHALL COMPLY WITH CLFMI "INDUSTRIAL STEEL GUIDE FOR FENCE RAILS, POSTS, GATES AND ACCESSORIES", AND SHALL BE AS SPECIFIED BELOW AND CONFORM TO THE LATEST REQUIREMENTS OF ASTM F 626.

38" PLAIN PIN TIE WIRES

RIVETED FLUSH (TYP.)

TENSION WIRE

38" PLAIN PIN RIVETED FLUSH (TYP.)

TRUSS ROD ( 38 " MIN. DIA.)

16" MIN. DIA.

BOTTOM OF FABRIC

CONCRETE BASE

GRADE

HOG RINGS (TYP.)

LINE POST

10" MIN. DIA.

CORNER POST

EXTENSION ARM DETAILS NTS

10’-0" MAXIMUM

TRUSS ROD

10’-0" MAXIMUM LINE POST EQUALLY SPACED

( 38" MIN. DIA.)

TENSION BAND

C

CHAIN - LINK SECURITY FENCE DETAIL NTS

CONCRETE BASE

TRUSS ROD

FENCE NOTES

( 38" MIN. DIA.) 1. FENCE HEIGHT = 8’-0" W/ BARBED WIRES.

8.

ROUND POST

BARBED WIRE SHALL BE THREE STRANDS, FOUR POINT PATTERN, EACH STRAND COMPOSED OF TWO TWISTED 1212 GAGE STEEL LINE

2. DOUBLE SWING GATE = 8’-0" HIGH W/ BARBED WIRES.

3. FENCE FABRIC SHALL BE 2" HOT-DIP GALVANIZED STEEL MESH,

WIRES, GALVANIZED AFTER TWISTING.

9.

HEIGHT OF 96’’, 34-12 DIAMOND COUNT WITH TWISTED EDGES.

BRACE RAIL CLAMP DETAILS

BARBED WIRE ARMS SHALL BE PRESSED STEEL OR MALLEABLE IRON, AND HOT-DIP GALVANIZED. EACH ARM SHALL CARRY THREE (3)

FABRIC SHALL COMPLY WITH THE CHAIN LINK FENCE MANUFACTURER’S

TRUSS ROD AND BAND 9 GAGE TIE WARES (2’-0" O.C. MAX)

BARBED WIRES SECURELY FASTENED. ARMS SHALL BE SECURELY

INSTITUTE (CLFMI) "STANDARD GUIDE FOR METALLIC-COATED STEEL

BARBED-WIRE OR TENSION WIRE

FASTENED TO ALL POST AND SET AT 45^ ANGLE OUTSIDE OF THE

CHAIN LINK FENCE AND FABRIC". TOP SELVAGE SHALL BE TWISTED

FENCE LINE.

AND BOTTOM SELVAGE SHALL BE KNUCKLED. 10.

B

GATE POST SHALL BE EXTENDED TO RECEIVE THREE (3) STRANDS OF

4. FENCE FABRIC TO BE CONNECTED TO POST END, CORNER AND GATE BARBED WIRE, FASTENED BY TENSION BANDS AND SHALL BE CAPPED. WITH 14" X 34" GALVANIZED STEEL TENSION BARS AND #14 GAGE (MIN.) X 1 GALVANIZED STEEL TENSION BANDS SPACED 15’’ O.C.

FABRIC 11.

SPACED 15" O.C. (MAX.). TOP AND BOTTOM EDGE TO BE TIED (MAX)

ALL FITTINGS SHALL BE MALLEABLE IRON OR HEAVY PRESSED STEEL CONSTRUCTION AND HOT-DIP GALVANIZED.

TO THE CONTINUOUS #6 GAGE TENSION WIRE WITH #9 GAGE ALUMINUM HOG RINGS SPACED 24" O.C. (MAX.). FABRIC TO BE

12.

ATTACHED TO LINE POST WITH #9 GAGE ALUMINUM TIE WIRES

GATES SHALL HAVE WELDED FRAMES USING TYPE I, ROUND 2.375 INCH O.D. (3.65 LBS. PER FT.)1 HOT-DIP GALVANIZED INSIDE AND OUT (AFTER FABRICATION).

TOP OR BRACE RAIL ATTACHMENT

TENSION BAND DETAIL

SPACED 15’’ O.C. (MAX.). PROVIDE HORIZ. BRACE USING 112" STEEL PIPE (SCH. 40) (1.90"O.D.) 5. STEEL FENCE POST: A.

FABRIC

HOT-DIP GALVANIZED INSIDE AND OUT AND SPACED MIDWAY BETWEEN THE TOP RAIL AND BOTTOM RAIL. VERTICAL MEMBERS

LINE POSTS: TYPE I, ROUND 2.375 INCH O.D. (3.65 LBS. PER FT.) HOT-DIP GALVANIZED INSIDE AND OUT, SPACED AS SHOWN ON DRAWINGS.

SHALL BE EXTENDED TO RECEIVE THREE (3) STRANDS OF BARBED TENSION BAND (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

WIRE AND SHALL BE CAPPED. B.

END CORNER OR PULL POSTS: TYPE I, ROUND 2.375 INCH O.D. (3.65 LBS. PER FT.) HOT-DIP GALVANIZED INSIDE AND OUT. GATE POSTS SHALL HAVE DOME STYLE POST CAPS.

13.

GATE FABRIC SHALL BE THE SAME AS FENCE FABRIC. PROVIDE TENSION BARS AND TENSION BANDS. ALSO #9 GAGE ALUMINUM TIE WIRES AT TOP AND BOTTOM EDGES, SPACED 12" O.C. (MAX.).

C.

TOP RAILS: 1.625 INCH O.D. (2.27 LBS. PER FT.)

14.

HINGES CAPABLE OF SWING 90%%d IN AND OUT, CENTER GATE STOP 6.

AND DOUBLE GATE LATCH WITH PROVISIONS FOR A PADLOCK AND

BRACING FOR END, CORNER AND GATE POSTS SHALL BE 1 14’’ STEEL

TIE WIRE (15" O.C. MAX. AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC)

TENSION BAR

A DROP ROD OR PLUNGER BAR ARRANGED TO ENGAGE THE GATE

PIPE (SCH. 40) (1.66" O.D.) HOT-DIP GALVANIZED INSIDE AND OUT.

A

TENSION BAR TO ENGAGE EACH FABRIC LINK

ALL GATES SHALL BE FURNISHED COMPLETE WITH HEAVY DUTY

HOT-DIP GALVANIZED INSIDE AND OUT.

CARRIAGE BOLT

STOP. LOCKING DEVICES SHALL BE CONSTRUCTED SO THAT THE

BRACING PIPE TO EXTEND FROM END, CORNER AND GATE POSTS TO

CENTER DROP ROD OR PLUNGER BAR CANNOT BE RAISED WHEN THE

FIRST LINE POST. PROVIDE 38’’ GALVANIZED ADJUSTABLE TRUSS

GATE IS LOCKED.

ROD FROM THE END OF THE BRACE AND FASTENED TO THE END OF THE BRACE AND FASTENED TO EACH POST WITH GALVANIZED 15.

CONTRACTOR SHALL NOT BEGIN INSTALLATION AND ERECTION

END OR GATE POST DETAIL

PRESSED STEEL FITTINGS. BEFORE FINAL GRADING IS COMPLETED, UNLESS OTHERWISE 7.

APPROVED BY THE CONTRACTING OFFICER.

BOTTOM TENSION WIRE SHALL BE CONTINUOUS #6 GAGE GALVANIZED

ROUND POST SHEET

COIL SPRING TENSION WIRE. 16.

CONTRACTOR SHALL SUBMIT FOR APPROVAL THE PROPOSED SECURITY FENCE LAYOUT SHOWING ALL GATE HARDWARE.

LINE POST ATTACHMENTS

FASTENING DETAILS

IDENTIFICATION

X-00

1

2

3

4

5


OVERHEAD OBSTRUCTION

5’ MINIMUM OVERHEAD CLEARANCE

EL. VARIES

EL. VARIES

PERMANENT UTILITY POLE

8’ (MIN.)

DESCRIPTION

PERPETUAL UNDERGROUND SERVITUDE

1

5’ MINIMUM

PERPETUAL LEVEE AND FLOODWALL SERVITUDE

9’ (MIN.)

1

WALL LINE

12’-0" (MIN.)



15’-0" MIN.

INSPECTION CORRIDOR

WALL LINE

8’ (MIN.) INSPECTION CORRIDOR

3’-0’’ CLEAR

NATURAL GROUND EL. VARIES NATURAL GROUND EL. VARIES

NATURAL GROUND EL. VARIES


DATE

3’-0’’ CLEAR

APPR.

MARK


DESCRIPTION

15’-0" MIN.

1


3’-0’’

1

12’-0’’ (MIN.)

OVERHEAD CLEARANCE

D

DATE

VARIES WITH PILE LENGTH

VARIES WITH PILE LENGTH PERPETUAL UNDERGROUND SERVITUDE

APPR.

OVERHEAD OBSTRUCTION

ADJACENT FOOTING

ADJACENT FOOTING

10

ANY ADJACENT FOOTING 3’-0’’ CLEAR

PILE DIA.(MIN.)

C ANY ADJACENT FOOTING 3’-0’’ CLEAR

4

5

0

SCALE: 38" = 1’- 0’’

FILE NAME:

AE-TYP06.DGN

SCALE:3/8"=1’

I-WALL CLEARANCES WITHOUT INSPECTION CORRIDOR

ANSI D

A/E TYPICALS

UTILITIES, BUILDINGS, ETC. ARE PROHIBITED FROM BEING ATTACHED TO ANY PART OF A FLOODWALL. UTILITIES ARE PROHIBITED FROM PASSING THROUGH I-WALLS. PENETRATIONS THROUGH T-WALLS ARE ACCEPTABLE PROVIDED A USACE APPROVED SEALED SLEEVE IS USED. TYPICAL SLEEVE DETAILS ARE SHOWN ON ANOTHER DWG. ALL PENETRATIONS SHALL BE APPROVED IN ACCORDANCE WITH THE LOCAL LEVEE DISTRICT PERMIT PROCESS.

SIZE:

CKD BY:

USACE - NEW ORLEANS

SUBMITTED BY:

~

ALL OBSTRUCTIONS OTHER THAN POLES BUILT ABOVE GROUND AND WITHIN THE EXISTING PERPETUAL LEVEE AND FLOODWALL STRUCTURES SHALL BE MADE REMOVABLE. THE CONSTRUCTION OF SUCH OBSTRUCTIONS REQUIRES A PERMIT APPROVAL ISSUED BY THE LOCAL LEVEE DISTRICT. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO REMOVE THE OBSTRUCTION AT THE REQUEST OF THE LOCAL LEVEE DISTRICT.

GENERAL DRAWINGS

A

UTILITY PIPELINE

ALL POLES AND SUBSURFACE FOOTINGS PLACED WITHIN THE PERPETUAL UNDERGROUND SERVITUDE SHALL BE COORDINATED WITH A COE REPRESENTATIVE DURING DESIGN AND CONSTRUCTION SO AS TO AVOID INTERFERING WITH THE EXISTING T-WALL PILES.


3

USE THE GREATER OF THE 5’ CLEARANCE FROM THE TOP OF THE WALL OR THE 15’ FROM THE NATURAL GROUND SURFACE. FOR ELECTRIC LINES CLEARANCE SHALL ALSO COMPLY WITH EM 385-1-1.

USACE - NEW ORLEANS

2

3’-0’’ CLEAR


1

3’-0’’ CLEAR


NTS

DWN BY:

DESIGNED BY:


WITH INSPECTION CORRIDOR

SUPPORT FOR UTILITY PIPELINE

B

T-WALL CLEARANCES


3’-0’’ CLEAR

FLOOD WALL

3/8" = 1’

(MIN.)

SCALE: 38" = 1’- 0’’

~

8 PILE DIAMETER’S

(MIN.)

PERPETUAL FLOODWALL SERVITUDE

8 PILE DIAMETER’S

MAY 2008

WITH INSPECTION CORRIDOR

DATE:

I-WALL CLEARANCES

CONTRACT NO.:

PARALLEL UTILITY & DRAINAGE CONDUIT

FILE NUMBER:

8’-0" MAX.


8’-0" MAX.

SOLICITATION NO.:

MARK

APPROXIMATE LOCATION OF DRAIN LINE

1’

3’

6’


X-00

1

2

3

4

14’’ 4, 12" , 7 WIRE, LOW-RELAXATION

12’’

SPIRAL

SPIRAL

SPIRAL

STRAND, GR 270

16’’

6, 12" , 7 WIRE, LOW-RELAXATION

8, 12" , 7 WIRE, LOW-RELAXATION

STRAND, GR 270

STRAND, GR 270

4, #8 **

** STANDARD 180 HOOK ON REINFORCING FOR ALL PILES. TO ALLOW FOR PROPER PLACEMENT OF CONCRETE, HOOKS SHOULD BE PLACED SO THAT BEND OF HOOK IS APPROXIMATELY PARALLEL TO ADJACENT FACE OF PILE AS SHOWN.

4, #9 **

0.7 L

1 POINT PICKUP (L

53’) 12’’ X 12’’ PILE

1 POINT PICKUP (L

59’) 14’’ X 14’’ PILE

1 POINT PICKUP (L

61’) 16’’ X 16’’ PILE

DESCRIPTION

1’’

L

0.58 L

0.21L

0.21L

75’) 12’’ X 12’’ PILE

2 POINT PICKUP (L

84’) 14’’ X 14’’ PILE

2 POINT PICKUP (L

87’) 16’’ X 16’’ PILE

APPR.

2 POINT PICKUP (L

MARK

L

DATE

NOTES: 1. PICKUP POINTS TO BE PLAINLY MARKED ON PILES 2. PICKUP POINTS SHOWN FOR 5,000 PSI CONCRETE ONLY

* DRIVING HEAD CONCRETE, STRANDS AND SPIRALS TIES TO BE REMOVED AFTER DRIVING TO EXPOSE HOOKS. (NO PAYMENT)

12" X 12" PRESTRESSED PRECAST CONCRETE PILE NTS



NOTES

AE-TYP10.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

6"=1’

CONTRACT NO.:


SUBMITTED BY:

DESIGNED BY:


EXACT LENGTHS OF PRESTRESSED CONCRETE PILING SHALL BE DETERMINED AFTER PILE TEST ARE CONDUCTED. LENGTHS SHOWN ARE FOR ESTIMATING PURPOSES ONLY.


SIDE

SOLICITATION NO.:

PROTECT

MAY 2008

SIDE

DATE:

FLOOD

ELEV.

CKD BY:

PILE TIP

BATTER

USACE - NEW ORLEANS

PILE

OF PILES

DWN BY:

NUMBER

SIZE

~

PILING DETAILS

~


1. ONLY 5,000 OR 6,000 PSI CONCRETE SHALL BE USED FOR PRESTRESSED CONCRETE PILES.

USACE - NEW ORLEANS

8, 12" , 7 WIRE, L-R STRANDS, GR 270 5 TURNS AT 1" = 5"

6’’ PITCH 16 TURNS AT 3’’ = 4’-0’’ 1’’

SPIRAL WIRE SIZE W4

NOTE: GRIND PRESTRESSED STRANDS FLUSH WITH PILE HEAD AND PILE TIP.

W/L STATIONS

LOW-LAXATION STRANDS


PAYMENT LENGTH


4, #9 (PAYMENT LENGTH)

PL

1’’

5 TURNS AT 1" = 5"

6’’ PITCH 16 TURNS AT 3’’ = 4’-0’’

PILE SCHEDULE PILE



6, 12" , 7 WIRE, L-R STRANDS, GR 270

4, #8 SPIRAL , WIRE SIZE W4

PL

1’’

A

5 TURNS AT 1" = 5"

SPIRAL, WIRE SIZE W4

16 TURNS AT 3’’ = 4’-0’’

B

(PAYMENT LENGTH)

6’’ PITCH

4, 12" , 7 WIRE, L-R STRANDS, GR 270

4, #8

(PAYMENT LENGTH)

MARK

DESCRIPTION


5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’

34" CHAMFER

5 TURNS AT 1" = 5"

*

12’-0’’

12’-0’’


0.3 L

512’’ (TYP)

2’’CL 1’-6’’ DRIVING HEAD

1’’

34" CHAMFER

16 TURNS AT 3’’ = 4’-0’’

*

5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’

412’’ (TYP)

2’’CL 1’-3’’ DRIVING HEAD

1’’

2’’CL 12’-0’’

212’’ CL

34" CHAMFER (TYP)

*

34" CHAMFER

1’-3’’ DRIVING HEAD PL


212’’ (TYP)

212’’(TYP) 34" CHAMFER (TYP)

C

of Engineers fi

DATE

34" CHAMFER (TYP)

D

US Army Corps

APPR.

12’’

16’’

14’’

4, #8 **

5


X-00

1

2

3

4

5

16’’ 8, 12" , 7 WIRE, STRESS-RELIEVED STRAND, GR 250

16’’

14’’

212’’ (TYP)

DESCRIPTION

1’’

2’’ CL.

1 POINT PICKUP (L

58’) 14’’ X 14’’ PILE

1 POINT PICKUP (L

60’) 16’’ X 16’’ PILE DATE

APPR.

MARK

5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’

54’) 12’’ X 12’’ PILE

0.21 L

0.21 L DESCRIPTION

0.58 L

12’’ X 12’’ PRESTRESSED PRE-CAST CONCRETE PILE NTS

14’’ X 14’’ PRESTRESSED PRE-CAST CONCRETE PILE NTS

FLOOD SIDE


16’’ X 16’’ PRESTRESSED PRE CAST CONCRETE PILE NTS

PROTECTED SIDE

AE-TYP11.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

CONTRACT NO.:

12"=1’

PILING DETAILS

~

EXACT LENGTHS OF PRESTRESSED CONCRETE SHALL BE DETERMINED AFTER PILE TEST ARE CONDUCTED. LENGTHS SHOWN ARE FOR ESTIMATING PURPOSES ONLY.


NOTE:

NOTES

~

PAYMENT LENGTH

STRESS-RELIEVED STRANDS

PILE TIP ELEVATION

FILE NUMBER:

DATE: DESIGNED BY:

PILE BATTER

USACE - NEW ORLEANS


NUMBER OF PILES

1’’

1’’

1’’


5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’


5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’


5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’


A

PILE SIZE


PILE SCHEDULE W/L STATIONS

USACE - NEW ORLEANS

2. PICKUP POINTS SHOWN FOR 5,000 PSI CONCRETE ONLY

MAY 2008

1. PICKUP POINTS TO BE PLAINLY MARKED ON PILES


NOTES:

SOLICITATION NO.:

86’) 16’’ X 16’’ PILE

SUBMITTED BY:

2 POINT PICKUP (L


83’) 14’’ X 14’’ PILE

CKD BY:

2 POINT PICKUP (L

DWN BY:

77’) 12’’ X 12’’ PILE


2 POINT PICKUP (L

MARK

L

HURRICANE DESIGH GUIDELINES

PL

(PAYMENT LENGTH)

6, 12" , 7 WIRE, S-R STRANDS, GR 250

4, #8

6’’ PITCH

PL

1 POINT PICKUP (L

* DRIVING HEAD CONCRETE, STRANDS AND SPIRAL TIES TO BE REMOVED AFTER DRIVING TO EXPOSE HOOKS. (NO PAYMENT)

12’-0’’


(PAYMENT LENGTH)


6’’ PITCH

4, #8

B

0.7 L

L

*

34" CHAMFER

5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’

34" CHAMFER

0.3 L

12’-0’’

12’-0’’

1’-6’’ DRIVING HEAD

1’’

2’’ CL. 1’-3’’ DRIVING HEAD

5 TURNS AT 1" = 5"

16 TURNS AT 3’’ = 4’-0’’

34" CHAMFER

*


(PAYMENT LENGTH)

PL

512’’ (TYP)

412’’ (TYP)

1’’

2’’ CL. 1’-3’’ DRIVING HEAD

C


34" CHAMFER (TYP)

312’’ (TYP)

*

of Engineers fi

212’’ (TYP)

212’’ (TYP)

34" CHAMFER (TYP)

6’’ PITCH

34" CHAMFER (TYP)

4, #8

12’’

D

US Army Corps

** STANDARD 180 HOOK ON REINFORCING FOR ALL PILES. TO ALLOW FOR PROPER PLACEMENT OF CONCRETE, HOOKS SHOULD BE PLACED SO THAT BEND OF HOOK IS APPROXIMATELY PARALLEL TO ADJACENT FACE OF PILE AS SHOWN.

4, #9 **

4, #8 ** 4, #8 **

APPR.

SPIRAL

8, 12" , 7 WIRE, STRESS-RELIEVED STRAND, GR 250

SPIRAL 6, 12" , 7 WIRE, STRESS-RELIEVED STRAND, GR 250

DATE

14’’

12’’


SPIRAL

1. ONLY 5,000 OR 6,000 PSI CONCRETE SHALL BE USED FOR PRESTRESSED CONCRETE PILES.


X-00

1

2

3

4

5

C/L TEST PILE

MANDATORY TEST APPARATUS NOTES: US Army Corps

C/L

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE MOVEMENT WILL BE AWAY FROM THE BEAM.

LOADING FRAME MEMBERS


APPR.

REACTOR BEAM FOR TEST LOAD

DATE

4. IF STEEL REFERENCE BEAMS ARE USED, ONE END OF EACH BEAM SHALL BE FREE TO MOVE AS THE LENGTH OF THE BEAMS CHANGE WITH TEMPERATURE VARIATIONS. DESCRIPTION

5. DESIGN OF THE TEST APPARATUS PILE SET-UP IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL. STIFFENER PLATES ELECTRICAL STRAIN GAGE LOAD CELL HYDRAULIC JACK WITH SELF-LEVELING BEARING HEAD

TOP BEARING PLATE CROSS-CONNECTIONS FOR RIGIDITY

BOTTOM BEARING PLATE

REFERENCE BEAM (STEEL OR WOOD)

SEE NOTE

MARK

BEARING PLATE

3. A TARPAULIN OF MINIMUM DIMENSION 12’ X 12’ SHALL BE INSTALLED BY THE CONTRACTOR TO PROTECT THE MEASURING EQUIPMENT FROM THE DIRECT EFFECTS OF THE WEATHER.

REACTOR BEAMS FOR TEST LOAD

4

APPR.

C/L TEST PILE

D

SUPPORT PILES VARIES WITH DEAD LOAD REQUIREMENTS

NUMBER, SPACING AND LENGTH OF

2. READINGS ON THE OPPOSITE SIDES OF THE PILE ARE NECESSARY.

FIXED END SUPPORT BEAM FOR GIRDER

MIRROR TAPED TO REFERENCE BEAM FOR SMOOTH SURFACE

TYPICAL WIDE FLANGE ASSEMBLY REFERENCE BEAM SUPPORT

MANDATORY LOADING FRAME NOTES:

DATE

SUPPORT PILE

8’ MIN. (MANDATORY)

DIAL GAGE ASSEMBLY LOCATED OPPOSITE SIDES OF PILE


2. CONTRACTOR TO PROVIDE PILE LAYOUT FOR EACH PARTICULAR DEAD LOAD TEST.

GROUND SURFACE

3. SECURE DEAD WEIGHT LOAD TO LOADING FRAME WITH CHAINS AND BINDERS.

TEST PILE

NOTE:

B

REACTOR BEAM WITH STIFFENER PLATES

ELECTRICAL STRAIN GAGE LOAD CELL HYDRAULIC JACK WITH SELF-LEVELING BEARING HEAD DIAL GAGE ASSEMBLY LOCATED OPPOSITE SIDES OF PILE

SUPPORT BEAM BOTTOM BEARING PLATE

SUPPORT PILE


GROUND SURFACE 8’ MIN. (MANDATORY)


LOADING FRAME

DEAD LOAD NOTES

DEAD LOAD WEIGHT OPTIONAL, CONTRACTOR CAN USE WEIGHTEDBOX METHOD OR MATERIAL ON HAND THAT WILL RESULT IN REQUIRED DEAD LOAD. EXAMPLE OF WEIGHTEDBOX SHOWN IN SECTION A

SUPPORT PILES

GROUND SURFACE

REFERENCE BEAM SUPPORT

A TEST PILE (FOR TIP EL. SEE SCHEDULE ON DWG. X )

A

SECTION ELEVATION

LOADING FRAME

A

S

TU RA PA Y, P L A N O ST TE SES D O AN RP E PU Y. M R A N FR TIO ATO NG RA ND A DI ST A U DM LO ILL TE E O H R T N FO S IS LES UN

AE-TYP12.DGN

A/E TYPICALS

FILE NAME: = 1’

ANSI D

34"

CONTRACT NO.:


MAY 2008

SOLICITATION NO.:

SUBMITTED BY:

SIZE:

~

TOP BEARING PLATE

COMPRESSION PILE TEST

SUPPORT BEAM LOADING FRAME MEMBERS

PILING DETAILS

LOAD-FRAME MEMBERS


DEAD LOAD (WATER, ROCK, CONCRETE, SOIL OR STEEL)

~

BLOCKING

USACE - NEW ORLEANS

WEIGHTED-BOX ALTERNATIVE MEANS OF PROVIDING DEAD LOAD MATERIAL.

B


DESIGNED BY:

C/L


DEAD LOAD (SEE NOTE)

USACE - NEW ORLEANS

DATE:

B

CKD BY:

A

MARK

THE CONTRACTOR HAS THE OPTION OF USING REACTION PILES IN LIEU OF THE LOADING FRAME. (SEE SPECIFICATIONS)

TEST APPARATUS

DWN BY:

SECTION


4. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.


PLAN

DESCRIPTION

1. LOADING FRAME SHOWN WITHOUT DEAD LOAD. C

B SHEET IDENTIFICATION

X-00

1

2

3

4

5

ELECTRICAL STRAIN GAGE LOAD CELL

C/L


C/L TEST PILE


TOP YOKE PLATE

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE MOVEMENT WILL BE AWAY FROM THE BEAM.

D

HYDRAULIC JACK WITH SELF-LEVELING BEARING HEAD

STEEL RODS

DATE

STABILIZER PLATE CONNECTED TO SUPPORT BEAM

APPR.

MANDATORY TEST APPARATUS NOTES:

SUPPORT PILES

REACTOR BEAM DESCRIPTION

4. IF STEEL REFERENCE BEAMS ARE USED, ONE END OF EACH BEAM SHALL BE FREE TO MOVE AS THE LENGTH OF BEAMS CHANGE WITH TEMPERATURE VARIATIONS.

MARK

5. DESIGN OF THE TEST APPARATUS PILE SET-UP IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

BOTTOM YOKE PLATE DIAL GAGE ASSEMBLY LOCATED OPPOSITE SIDES OF PILE STRAP PLATE ATTACHED TO BOTTOM YOKE PLATE

APPR.

MINIMUM 1" CLEAR (MANDATORY) REACTOR BEAM

3. A TARPAULIN OF MINIMUM DIMENSION 12’ X 12’ SHALL BE INSTALLED BY THE CONTRACTOR TO PROTECT THE MEASURING EQUIPMENT FROM THE DIRECT EFFECTS OF THE WEATHER.

MIRROR TAPED TO REFERENCE BEAM FOR SMOOTH SURFACE


SEE NOTE

DATE

C/L TEST PILE

SUPPORT BEAM

STIFFENER PLATES

SUPPORT PILES VARIES

NUMBER, SPACING AND LENGTH OF

2. READINGS ON THE OPPOSITE SIDES OF THE PILE ARE NECESSARY. YOKE PLATES WITH STEEL RODS

4

C

PLAN

FIXED END

PINS (SEE SPECS.) CROSS-CONNECTIONS FOR RIGIDITY 8’ MIN. (MANDATORY)


MARK


DESCRIPTION

MANDATORY LOADING FRAME NOTE: 1. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

C/L

TEST PILE

B

STIFFENER PLATES SUPPORT BEAM BOTTOM YOKE PLATE SUPPORT BEAM DIAL GAGE ASSEMBLY LOCATED OPPOSITE SIDES OF PILE


SUPPORT PILES

PINS (SEE SPECS.) 8’ MIN. (MANDATORY)

8’ MIN. (MANDATORY) GROUND SURFACE

B ELEVATION

LOADING FRAME

SECTION

A

AE-TYP13.DGN

CONTRACT NO.:

FILE NUMBER:

A/E TYPICALS

FILE NAME: = 1’

ANSI D

34"

SIZE:

~

TENSION PILE TEST

A A

PILING DETAILS

TEST PILE (FOR TIP EL. SEE SCHEDULE ON DWG. X)

~

STRAP PLATES ATTACHED TO BOTTOM YOKE PLATE



USACE - NEW ORLEANS

GROUND SURFACE


SUPPORT PILE

S

TU RA PA Y, P L A N O ST TE SES D O AN RP E PU Y. M R A N FR TIO ATO NG RA ND A DI ST A U DM LO ILL TE E O H R T N FO S IS LES UN


STABILIZER PLATES CONNECTED TO SUPPORT BEAM

SUBMITTED BY:

REACTOR BEAM B


REACTOR BEAM

MAY 2008

DATE:

C/L


STABILIZER PLATES CONNECTED TO SUPPORT BEAM

DESIGNED BY:

HYDRAULIC JACK WITH SELF LEVELING BEARING HEAD

STEEL RODS

USACE - NEW ORLEANS

TEST APPARATUS ELECTRICAL STRAIN GAGE LOAD CELL

TOP YOKE PLATE

CKD BY:

B

DWN BY:

SECTION

SOLICITATION NO.:

GROUND SURFACE


A


X-00

1

2

3

4

5 38"

D

NOTE:

B

C

38"

B

C US Army Corps

PL


APPR.

DESIGNER MAY REMOVE THE HORIZONTAL WATERSTOP IF THE VERTICAL WATERSTOP IS CURVED WITH A 6" MINIMUM RADIUS TO CONNECT TO THE SHEET PILE AS SHOWN ON THIS DRAWING.

THREE BULB WATER STOP D/2

D/2

C.R.S. BOLTS W/ OVERSIZED WASHERS (TYP)

3"

SHEET PILE TO PLATE

D

DATE

THREE BULB WATER STOP 14

14

NEORENE RUBBER SHEET 38" X 8" X 8"

SHEET PILING

SHEET PILING

A

DESCRIPTION

ELASTOMETIC JOINT SEALANT (TYP)

A

STABILIZATION SLAB

12" PREFORMED


STABILIZATION SLAB

SHEETPILE INTERLOCK UNALIGNED WITH THE WALL JOINT

SHEETPILE INTERLOCK ALIGNED WITH THE WALL JOINT 4’’

PACK VOID TO A MINIMUM DEPTH OF 3" WITH HYDROPHILIC WATER STOP MATERIAL (TYPICAL)

APPR. MARK

38"

EXPANSION JOINT

DATE

THREE-BULB WATERSTOP

1

SHEET PILING

D

SCALE: 3’’ = 1’ - 0’’

DESCRIPTION

DETAIL

D

C.J.

C

12"

SECTION

B

NEOPRENE RUBBER SHEET 12" X 2 12" X 2 12" (TYP) HYDROPHILIC WATERSTOP

PREFORMED EXPANSION JOINT 9"

12"

12"

D USACE - NEW ORLEANS

SEALANT

N.T.S.

SEALANT

9’’ THREE-BULB WATERSTOP, SEE DETAIL

14’’ R

SECTION

38’’

A

A DRY CONDITION

SCALE: 3’’ = 1’ - 0’’

34’’ 14’’ R

1 12’’

SCALE:3/4"=1’ 0

1’

2’

SCALE: 3"=1’

SCALE:1"=1" 3’

0

1"

2"

0

3"

6"

DETAIL 9"

12"

2

AE-TYP20.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12" = 1’

CONTRACT NO.:

WET CONDITION 1’’

THREE-BULB WATERSTOP

SCALE: 3’’ = 1’ - 0’’ SCALE: 1’’ = 1’ - 0’’

~

12"

5"

SECTION 12"

FILE NUMBER:

3 BULB WATER STOP CONNECTION MATERIAL SEE DETAIL 1

12"

T-WALL

BACKER ROD

WALL JOINTS & POSITIVE CUT-OFF

PREFORMED EXPANSION JOINT

PACK VOID WITH HYDROPHILIC WATER STOP MATERIAL (TYPICAL)

WALL JOINTS

T-WALL

12"

C

SCALE: 3’’ = 1’ - 0’’

SCALE: 3’’ = 1’ - 0’’

~

SECTION

D


D

EXPANSION JOINT

SEE DETAIL 2


B

D/2

SUBMITTED BY:

12’’ PREFORMED D/2


DESIGNED BY:

3 BULB WATER STOP

CKD BY:

SHEET PILING

D

USACE - NEW ORLEANS

PL

DWN BY:

38"

3 BULB WATER STOP

NEOPRENE RUBBER SHEET


SCALE: 34’’ = 1’- 0’’

SOLICITATION NO.:


MAY 2008

DATE:

" 12

38"



1

38"

TYPICAL T-WALL JOINT


C/L SHEET PILING

MARK

MONOLITH JOINT

1 12" (TYP)

1 12" (MIN.) (TYP)

5"

1

5"

4" STABILIZATION SLAB SEE DETAIL

1" (MIN.)

MONOLITH JOINT

1 12" (TYP)

12"

D

SEE NOTE

1 12" (TYP)

3’’ (TYP)

D/2

9’’

2’-6’’

D/2


X-00

2

3

4

5

US Army Corps

CUT SHEET PILING AT ALL I-WALL MONOLITH JOINTS I-WALL

C/L MONOLITH JOINT


PZ SHEET PILING

EL. X.XX

MARK

12’’

1’-3’’

DESCRIPTION

2’-0’’

9’’

6’’

9’’

D

DRIVE LAST 2 SHEET PILES DOWN 9" IN EACH MONOLITH

DATE

12’’

TOP OF SHEET PILING

APPR.

1

1/2" PERFORMED EXPANSION JOINT THREE BULB WATERSTOP

APPR.

AT SHEET PILE INTERLOCKS

SHEET PILING DETAILS 29’-4’’+/- MONOLITHS

29’-4’’+/-

DATE

29’-4’’+/-

I-WALL MONOLITH JOINTS SCALE: 1’’ = 1’- 0’’

DESCRIPTION

TYPICAL I-WALL MONOLITH SHEET PILE INTERLOCKS SCALE: 1 12’’ = 1’ - 0’’

NOTE:

SPLICE PL 3/8 X 8 X 0’-6"

I-WALL MONOLITHS SHALL BE 29’-4"+/- UNLESS OTHERWISE INDICATED ON THE PROFILE. EACH MONOLITH SHALL END AT THE CENTER OF THE NEAREST SHEET PILE INTERLOCK.

SHEET PILE NOTES

SHEET PILE SPLICE DETAIL SCALE: 3’’ = 1’ - 0’’

1. A MINIMUM OF 6 INCHES OF CONCRETE COVER SHALL BE PROVIDED OVER SHEET PILING AT ALL POINTS. 2. HOLES CUT INTO STEEL PILING FOR PASSING REINFORCING BARS SHALL NOT EXCEED 2" WHERE HOLES FALL WITHIN THE WEB OF THE STEEL SHEET PILE, THE HOLE SHALL BE SLOTTED 4" HORIZONTALLY TO ACCOMMODATE PASSING THE REINFORCING BARS. REINFORCING BARS SHALL BE MOVED TO MISS SHEET PILE INTERLOCKS.

NOTE "A": GROOVE WELD SHALL EXTEND THE FULL LENGTH OF THE SHEET PILE WEB AND FLANGES EXCLUDING THE INTERLOCKS.

AE-TYP21.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

CONTRACT NO.:

3" = 1’

A


SECTION

PLAN

SUBMITTED BY:

4"

B


2’-6’’

14

3’’

CKD BY:

THREE SIDES 3’’

DWN BY:

PZ-27 SHEET PILE

DESIGNED BY:

C/L INTERLOCK

USACE - NEW ORLEANS

PZ-27 SHEET PILE FIRST WELD,

FILE NUMBER:

DATE:

3’’

A

MAY 2008

6’’

45

C/L HANDLING HOLES, 2 916"


SEE NOTE ’’A’’

SOLICITATION NO.:

SECOND WELD,

3’’

8’’

A

TOP OF STEEL SHEET PILING

14

3’’

3’’

C/L OF HOLES TO PASS REINFORCING STEEL, 12" O.C. SPACED TO MISS SHEET PILE INTERLOCKS, SEE NOTE 2.

MARK

THIRD WELD, THREE SIDES 4"


C

A SCALE: 3"=1’ 0

3"

6"

9"

6"

1’

(1 OF 2)

12"

SCALE:1-1/2"=1’ 0

SHEET PILE DETAILS

2’

WALL JOINTS

1’

~

SCALE: 1"=1’ 0

6. STATIONS FOR SPECIAL Z-PILE TEES ARE APPROXIMATE.


DETAILS OF HOLES IN SHEET PILING

5. STEEL SHEET PILE SURFACE PREPARATION AND PAINTING SHALL BE IN ACCORDANCE WITH SECTION 09940 OF THE SPECIFICATIONS.

USACE - NEW ORLEANS

ELEVATION

4. ANY SUBSTITUTIONS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER REPRESENTATIVE FOR APPROVAL.


3. MONOLITH JOINTS SHALL BE LOCATED A MINIMUM OF 5 FEET FROM POINTS OF INTERSECTION. BOTTOM OF STEEL SHEET PILING, EL. VARIES, SEE PROFILE

SHEET 2’

IDENTIFICATION

X-00

1

2

3

4

5


(TIGHTEN TO ALLOW FOR PLATE ’’A’’ SLIPPAGE) APPR.

TO WITHIN 12’’ BELOW BOTTOM OF T-WALL BASE SLAB.

T

T

DATE

12’’ FROM TIP ELEVATION OF SPECIAL PSA-23 TEE, REST SPACED 4’-0’’ O.C.

2’-6’’

S

PROTECTED SIDE T

T S T-WALL

412’’

DESCRIPTION

I-WALL EL. XX.XX

412’’

6’-0’’

234’’

134’’ 2’’

MARK

P

234’’

112’’

134’’ 2’’

SIDE TO BE REMOVED AFTER

DRIVING OF SPECIAL PSA-23 TEE.

AND PIECE OF PSA-23 ON T-WALL

C/L 78’’ HIGH-STRENGTH BOLTS W/ FLAT WASHERS, SPACE FIRST BOLT EL. XX.XX

1’-9’’

7’-3’’

D

THIS PORTION OF BENT PLATE ’’B’’

PIECE PSA-23

6’’

PERMANENT BOLTS

T

APPR.

12’-3’’

SCALE:

HORIZ. 34’’ = 1’- 0’’ VERT. 38’’ = 1’- 0’’

5’-0" FROM TIP ELEVATION OF SPECIAL PSA-23 TEE, REST SPACED 8’-0" TO WITHIN 12" BELOW BOTTOM OF T-WALL BASE SLAB. THESE BOLTS ARE TO BE REMOVED WHEN EACH BOLT IS APPROXIMATELY 6" ABOVE GROUND LINE AS SPECIAL PSA-23 TEE IS DRIVEN, SO THAT UPON COMPLETION OF DRIVING NO TEMPORARY BOLTS REMAIN.

SHOWING BENT PLATES BOLT SPACING SCALE:

HORIZ. 34’’ = 1’- 0’’ VERT. 38’’ = 1’- 0’’

LEGEND

DETAIL

DESCRIPTION A/E TYPICALS 3" = 1’

CONTRACT NO.:


MARK

ELEVATION OF SPECIAL PSA-23 TEE

FILE NAME:

AE-TYP21.DGN

SIZE:

ANSI D

CKD BY:

SUBMITTED BY:

STA. XXX+XX.XX W/L - SHOWN STA. XXX+XX.XX W/L - OPPOSITE HAND

TEMPORARY DRIVING BOLTS


FLOOD SIDE

C/L 78" HIGH-STRENGTH BOLTS W/ FLAT WASHERS, SPACE FIRST BOLT

SHOWING BENT PLATES BOLT SPACING

ELEVATION

ELEVATION

STA. XXX+XX.XX W/L

ELEVATION OF SPECIAL PSA-23 TEE

I-WALL SIDE

PROTECTED SIDE

USACE - NEW ORLEANS

812’’

812’’

DWN BY:

ELEVATION

DESIGNED BY:

ELEVATION


I-WALL SIDE

EL.-XX.XX

12’’


PROTECTED SIDE

SOLICITATION NO.:

8’’

T S MAY 2008

8’’

P

DATE:

214’’

2’-6’’

214’’

PIECE PSA-23

2’-0’’

S C/L 78" HIGH-STRENGTH BOLTS, 6" O.C. FOR THE LENGTH OF THE SECTION, ECEPT FOR 2 FEET AT EACH END WHERE THEY ARE SPACED 3" O.C.

S

BENT PLATE "A"

4’-0’’

314’’

6’-0’’

BENT PLATE "B"

P

P

12’’

B

PIECE PSA-23

PIECE PSA-23 PIECE PSA-23

4’-0’’

BENT PLATE "B"

S

EL. -X.XX

T S

PLATE "B"BENT PL 1/2

T

P

P

PIECE PSA-23

I-WALL SIDE

EL. X.XX 1’-9’’

C/L 1" HOLES IN PLATE "B" ONLY

DATE

BENT PLATE "A"

PLATE "A"BENT PL 1/2

10’’

PLATE ’’A’’ ONLY

11’’ ( X 1 18’’ ) SLOT IN

10’’

23’-0’’

1’-314’’

S

8’-0’’

P

PIECE PSA-23

BENT PLATE "A"

C

3 SPACES , 4’-0’’ = 12’-0’’

15’-9’’

PIECE PSA-23

BENT PLATE "A"

S

1

78" HIGH-STRENGTH BOLTS SHALL BE HEAVY HEX BOLTS, ASTM A325M, TYPE 3 W/ HEAVY HEX NUTS, ASTM A563, GRADE C3, PLAIN, WEATHERING STEEL AND HARDENED STEEL WASHERS (WHERE REQUIRED), ASTM F436, PLAIN, TYPE 3 (WEATHERING STEEL).

(2 OF 2)

SHEET PILE DETAILS

A

WALL JOINTS

NOTE:

~

SCALE: 3’’ = 1’ - 0’’


USACE - NEW ORLEANS

SPECIAL PSA-23 TEE

T = TEMPORARY BOLT S = SLOTTED HOLE ( PLATE ’’A’’ ONLY )


P = PERMANENT BOLT

SCALE: 3"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

UNCAPPED SHEET PILING 12" NEOPRENE RUBBER SHEETING NOT SHOWN FOR CLARITY, FOR DETAILS SEE SECTION

4

5

T-WALL 1’-2’’ US Army Corps of Engineers fi

B


TOP OF SHEET PILING

DATE

APPR.

TOP OF T-WALL

DESCRIPTION

D

B

B

18 GAGE SHEET METAL CAP

NOTE:

MARK

FOR ELEVATIONS,

APPR.

SHEET PILE SLIP JOINT 18 GAGE SHEET METAL

SEE PROFILE

DATE

TOPE OF BASE SLAB

A

BOTTOM OF BASE SLAB DESCRIPTION

A

12’’

9’’

TOP OF SHEET PILING

C

BOND CABLE, SEE NOTE X DWG. X

BOTTOM OF STABILIZATION SLAB SPECIAL PSA-23 TEE, SEE DETAIL 1 DWG. X MARK

SHEET PILE INTERLOCKS

FLOOD SIDE ELEVATION

C/L SHEET PILING

812’’

FOR PILE TYPE SEE PROFILE

2’-0’’

W/L 12" 5

SHEET PILING SLIP JOINT PACKED WITH PLASTIC SEALANT MEETING FEDERAL SPEC. SS-S-21OA

11’’ PZ-22

A

T-WALL BASE SLAB

PSA-23

14" CONCRETE ANCHORS,

12" O.C., C.R.S., "PARABOLT" OR EQUAL, W/ CONTINUOUS SEAL RETAINING BAR, C.R.S. PLACE FIRST BOLT 4" FROM TOP OF T-WALL.

12" THICK X 36" WIDE NEOPRENE RUBBER SHEETING.

NEOPRENE TO BE CONTINUOUS FROM BOTTOM OF T-WALL BASE SLAB TO TOP OF SHEET PILING.

SCALE:1/2"=1’

FOR SEAL RETAINING BAR DETAIL, SEE DWG. X 0

SECTION

A

SECTION SCALE: 1’’ = 1’- 0’’

SCALE: 1’’ = 1’- 0’’

B

1’

2’

AE-TYP22.DGN

A/E TYPICALS

FILE NAME:

ANSI D

= 1’

SIZE:

12"

FILE NUMBER:


CKD BY:


~

W/L

USACE - NEW ORLEANS


SHEET PILE TO T-WALL

2’’ PSA-23

~

6’’

2, #6 U-BARS, 6" O.C.

12’’

12’’

CONCRETE PILE

VARIES

#5 U-BARS, 12" O.C.

2’’

7’’

8’’

C/L UNCAPPED SHEET PILING


12" BOLTS, 12" O.C., C.R.S., W/ CONT. SEAL RETAINING BAR, C.R.S. PLACE FIRST BOLT 4" FROM TOP OF SHEET PILE.

C/L UNCAPPED SHEET PILING

USACE - NEW ORLEANS


1’-6’’

SPECIAL PSA-23 TEE, SEE DETAIL 1 DWG. X

DWN BY:

2, #6 VERT

STOP BOTTOM REINFORCING STEEL AT SLIP JOINT

18 GAGE SHEET METAL, CUT TO FIT SHEET PILE

WALL TEXTURE DESIGNED BY:

12" PREFORMED JOINT FILLER


3’’

REMOVE THIS PORTION OF BENT PLATE BETWEEN EL. X AND EL. Y


1’-2’’


B

T-WALL


UNCAPPED SHEET PILING


C/L FIRST PILE ON PROTECTED SIDE

WALL JOINTS

DATE:

2’-6’’ MINIMUM

MAY 2008

SCALE: 34’’ = 1’- 0’’

T-WALL

UNCAPPED SHEET PILING

SOLICITATION NO.:

I-WALL TO T-WALL

4’

SCALE: 1"=1’ 0

1’

2’


X-00

1

2

3

4

5

C/L MONOLITH JOINT (DETAILS SYMMETRICAL ABOUT C/L)

W/L 12’’

6’’ 6’’

6’’

US Army Corps

2’’ CL

of Engineers fi

6’’


APPR.

3’’ CL

3’’ CL

6’’

12" PREFORMED #4 U-BARS, 24’’ O.C.

DATE

6’’

14’’/FT

JOINT FILLER

D

#4 U-BARS, 24" O.C. #5, 12’’ EF

6’’ #6 EF 3’’

#6 (TYP), SEE BONDING NOTES

#4, EF

DESCRIPTION MARK

6’’

6’’

STEEL SHEET PILING

6’’

OPTIONAL C.J., SEE NOTE, DWG. X

DESCRIPTION

#6, 12’’ EF

#4, EF

APPR.

6’’

DATE

#5 EF

SEE TABLE, DWG. XX

OPTIONAL C.J., SEE NOTE, DWG. X

A

#5, 12"

MINIMUM EMBEDMENT LENGTH,

A

#4, 12’’ EF

#4 U-BARS, 12’’

#4, 12’’ EF

3’’ CL

#6, SEE BONDING NOTES

C

9’’

# 4 U-BAR

3’’ CL

B

6’’

#5 U-BARS, PASS THRU STEEL SHEET PILE HANDLING HOLES

#5, 5’-0" LONG, EF

MARK

2’-9’’

3’-6’’

9’’

#5, 9’’ EF

9’’

B

#6, 12" SPACED TO MISS STEEL SHEET PILE INTERLOCKS.

9’’

9’’

4’’ CL

#5, 5’-0" LONG EF

1’-3’’

#4 U-BARS, 9’’

#5, 9’’ EF

3’’


SCALE: 1’’ = 34"- 0’’

SCALE: 1’’ = 34"- 0’’ C/L MONOLITH JOINT I-WALL

I-WALL

I-WALL BONDING NOTES:

C/L MONOLITH JOINT I-WALL

#6, 12’’ EF

2’’ CL (TYP)

#6, 6’’ EF 12’’

#5, 12’’ EF

#4 U-BARS, 12"

3 BULB WATERSTOP

2’’ CL (TYP)

#5, 6’’ EF

#4 U-BARS, 9"

#6 REINFORCING BAR TO BE WELDED TO THE TOP OF EACH STEEL SHEET PILE. #6 REINFORCING BAR SHALL NOT EXTEND ACROSS THE MONOLITH JOINT. INSTALL BOND CABLE AT ALL I-WALL JOINTS AND AT ALL TRANSITIONS FROM T-WALL TO I-WALL JOINTS.

12’’

3 BULB WATERSTOP

AE-TYP23.DGN

A/E TYPICALS

FILE NAME:

ANSI D

= 1’

SIZE:

34"

CONTRACT NO.:

FILE NUMBER:

SOLICITATION NO.:

MAY 2008

DATE:

TYPICAL I-WALL SECTION

B


DETAIL OF I-WALL MONOLITH JOINTS

1’-6’’

SUBMITTED BY:

HOLES IN SHEET PILING 1" O

12’’


1’-6’’

CKD BY:

12’’

4" STABILIZATION SLAB

USACE - NEW ORLEANS

BOND CABLE, SEE BONDING NOTES.

ELEVATION


DESIGNED BY:

BOTTOM OF I-WALL

DWN BY:

C/L SHEET PILING BURN HOLE TO PASS BOTH REINFORCING BARS SEE NOTE X DWG. X


2’’

#4 BARS, 2’-6" LONG, 36" O.C. +/-. REBARS MUST PASS THRU "FLAT FACE" OF SHEET PILING AS SHOWN

4’’ CL

2"

7’’ CL

4’’

STABILIZATION SLAB 3’-0" X 4"

6’’

SPLICING OF #6 REINFORCING BAR WILL NOT BE ALLOWED.

12’’ PREFORMED JOINT FILLER

SCALE:3/4"=1’

#5, 9" EF 6’’ (TYP)

6’’

12’’ PREFORMED JOINT FILLER

#5, 5’-0" LONG, EF

SECTION

BURN 1" HOLE IN SHEET PILING TO PASS U-BARS, WHERE APPLICABLE

0

1’

2’

~

I-WALL TO I-WALL

6’’ (TYP)

WALL JOINTS

#4, 12" EF A

~

#6 REINFORCING BARS SHALL BE WELDED TO THE LAST THREE SHEET PILINGS AT EACH END OF THE MONOLITH AS SHOWN FOR CONTINUITY.


WELDED CONNECTIONS SHALL BE COATED WITH SPLICING EPOXY TO OBTAIN MOISTURE PROOF JOINT. SEE SPECIFICATIONS.

USACE - NEW ORLEANS

12’’

2’-0’’

BOND CABLES SHALL BE WELDED AS SPECIFIED TO ADJACENT STEEL PILES 7" BELOW BOTTOM OF CONCRETE CAP FOR I-WALL JOINTS AND AT TRANSITION FROM T-WALL TO I-WALL JOINTS.


BOND CABLE SHALL HAVE AN 8" DIAMETER LOOP TO ALLOW FOR STRESSES.

3’

SCALE:1-1/2"=1’

A

TYPICAL REINFORCEMENT AT MONOLITH JOINTS SCALE: 1 12’’ = 1’ - 0’’

SECTION

B

0

6"

1’

2’


X-00

1

2

3

4

1’-2’’

SEE SECTION

1’-2’’

T-WALL

I-WALL

B

5

FOR PILASTER REINFORCEMENT

4 516’’ US Army Corps

1’-2’’

6’’


3’’ CL (TYP)

FOR 12’’ BOLTS 12’’ R


O ANCHOR BOLTS, 12’’ O.C.

14’’ R

1’’

BUCKHORN RUBBER PRODUCTS, INC., MOLD NO. 3545, OR EQUAL

#5 U-BARS, 9’’ O.C.

C.R.S.

TOP OF SHEET PILING

9’’

A

A

1’’

1’’ 2’’

BOTTOM OF

1

BASE SLAB

BASE SLAB

SEAL RETAINING BAR

1

1

DATE

FOR 12’’ BOLTS

B #5 EF

BOTTOM OF

1

APPR.

9’’

B

DESCRIPTION

A

916’’ HOLE, 12’’ O.C.

516" R

TOP OF BASE SLAB #6

9’’

12’’

9’’

A

SCALE: 1’’ = 1’ - 0’’ SHEET PILE SLIP JOINT, 18 GAGE SHEET METAL

#5, 5’-0" LONG EF

BOTTOM OF I-WALL

TOP OF SHEET PILING I-WALL

#6

516’’

B

BOTTOM OF


12’’

B

’’ L ’’ TYPE WATERSTOP MARK

6’’ #5, 9’’ EF

9’’

TOP OF BASE SLAB

1316’’

18’’

#6, 12’’ EF

SHEET PILE SLIP JOINT 18 GAGE SHEET METAL

DESCRIPTION

C

9’’

TOP OF SHEET PILING

916’’

C

C


3’’

114’’ #5 TIES, 12’’ O.C.

"L" TYPE WATERSTOP AND SEAL RETAINING BAR, CONTINUOUS

DRIVE 2 END SHEETS DOWN 9"

C

78’’

14’’ R

12’’

C

#5, 12’’ EF

#4, 12’’ EF

NOTE: FOR ELEVATIONS, SEE PROFILE


DATE

PILASTER

78’’

TOP OF T-WALL

TOP OF T-WALL

D

APPR.

TOP OF I-WALL

TOP OF I-WALL

of Engineers fi

916’’ HOLE, 12’’ O.C.

#4 U-BARS, 24’’ O.C. 12’’

SCALE: 1’’ = 1’ - 0’’

BOND CABLE SEE NOTE X DWG. X


1’-2’’ BOND CABLE SEE NOTE X DWG. X

T-WALL 3’’

WALL TEXTURE

1’-2’’



1’-2’’

3’’

WALL TEXTURE

12’’ MONOLITH JOINT


#5, 12’’ EF

12’’

"L" TYPE WATERSTOP RECESS FULL HEIGHT OF WALL

6, #6 VERT T-WALL

2516’’ 412’’

FOR PILE TYPE SEE PROFILE 2, #6 W/L #5 U-BARS, 9" O.C.

PSA-23 812’’

C/L SHEET PILING

SCALE:1/2"=1’ T-WALL BASE SLAB


2, #6

1’

0

2’

4’

12’’

AE-TYP24.DGN

A/E TYPICALS

FILE NAME: = 1’

ANSI D

12"

CONTRACT NO.:


MAY 2008

DATE:

SOLICITATION NO.:

SUBMITTED BY:

CKD BY:

SIZE:

~

D/2

W/L

#5 U-BARS, 9" O.C.

PZ-22

SHEET PILING SLIP JOINT PACKED WITH PLASTIC SEALANT MEETING FEDERAL SPEC. SS-S-210A

SCALE: 3"=1’

SECTION B

PSA-23

0

3"

6"

9"

12"

T-WALL BASE SLAB SCALE: 1’’ = 1’- 0’’

SECTION A SCALE: 1’’ = 1’- 0’’

SCALE: 3’’ = 1’ - 0’’

#5 U-BARS, 9" O.C. BETWEEN TOP OF SHEET PILE AND TOP OF BASE SLAB

I-WALL

#5, 5’-0" LONG EF #5, 12’’ EF

11’’

PLAN

I-WALL TO T-WALL

4, #6

~

2, #6 U-BARS, 6" O.C.

#5 EF C/L I-WALL SHEET PILING

D

1’-6’’

8’’

7’’

CONCRETE PILE

I-WALL SEAL RETAINING BAR, CONTINUOUS, SEE DETAIL

5’’

18 GAGE SHEET METAL, CUT TO FIT SHEET PILE

I-WALL TO T-WALL

NOTCH FULL DEPTH OF I-WALL

4, #6


WALL JOINTS

A

C/L I-WALL SHEET PILING

STOP BOTTOM REINFORCING STEEL AT SLIP JOINT

D/2

4’’

2’’

SET SEAL FOR 14" INITIAL DEFLECTION


D/2

6’’

"L" TYPE WATERSTOP, CONTINUOUS, SEE DETAIL

1 12" PREFORMED JOINT FILLER

#5 TIES, 9" O.C. 12" PREFORMED JOINT FILLER

D

12" X 1 1" ANCHOR BOLTS, 12" O.C., C.R.S.

C/L I-WALL

#5 TIES, 9" O.C.

SECTION C

12’’ MONO. JOINT

SCALE: 1’’ = 1’- 0’’

1 12" PREFORMED JOINT FILLER

D/2

3’’

WIDEN I-WALL BETWEEN BOTTOM AND TOP OF ADJACENT BASE SLAB

JOINT FILLER

1’-2’’


12’’ PREFORMED

T-WALL

I-WALL

12’’ MONO. JOINT


1’-2’’

C/L FIRST PILE ON PROTECTED SIDE

2’-6’’ MINIMUM

USACE - NEW ORLEANS

VARIES


I-WALL


#5 TIES, 12" O.C.

3’’ CL (TYP)

USACE - NEW ORLEANS

DESIGNED BY:

VARIES

W/L

DWN BY:

#5 U-BARS, 12" O.C.


B

2, #6 VERT


T-WALL

JOINT FILLER

VARIES

SCALE: 12’’ = 1’- 0’’

12 " PREFORMED

3’’ CL (TYP)

D

I-WALL TO T-WALL

SCALE: 12’’ = 1’- 0’’

#4, 12" EF

12’’

I-WALL TO T-WALL


REINFORCEMENT

VARIES


I-WALL

I-WALL

BOTTOM OF STABILIZATION SLAB

1’-2’’

MARK

BOTTOM OF STABILIZATION SLAB


SCALE:1"=1" 0

1"

SHEET 2"

IDENTIFICATION

X-00

1

2

9"

6"

(TYP)

(TYP)

6

12"

6

PIPE O.D.

(TYP)

4

9"

6"

12"

(TYP)

3

(TYP)

(TYP)

4

BUCKHORN RUBBER PRODUCTS, INC. MOLD NO. 6404, SPECIFICATION: NATURAL-177 OR EQUAL

34’’

US Army Corps

916’’ HOLE, 12’’ O.C.

C.R.S BACKING PL 14" X 11 12"


FOR 12’’ BOLTS

APPR.

932’’ R

’’ 78

3’’

STIFFENER PL 12" FACE PL 12"

932’’ R

1 14’’

DATE

8 - 12" BACKING PLATE STIFFENERS EQUALLY SPACED RADIALLY AROUND PIPE SLEEVE

12’’ R

78’’

12" PIPE SLEEVE

CLAMP PL 1’’

916’’

12" NEOPRENE

STEEL SHEET PILING

NEOPRENE PAD 34’’ 1 732’’

PIPE SLEEVE

E

A

P

1’’

SECTION THRU SHEETPILE WALL

SEAL RETAINING BAR

516 TYP

SEAL RETAINING BAR (C.R.S.)

12" X 2

34" BOLTS W/ WASHERS 134’’

AND LOCK WASHERS, C.R.S. (TYP)

NEOPRENE PAD 116 X 4 X 0’-18"

CLAMP PL 12 X 4 X 0’-12" 316

1’’

3"

3"

6. ALL CORROSION-RESISTANT STEEL (C.R.S.) SHALL BE TYPE 316.

8. AFTER THE TWO FRAMES ARE LOOSELY CLAMPED ON THE PIPE, THE TOTAL ASSEMBLY SHALL BE PUSHED AGAINST THE WALL, SETTING THE SEALS, THEN TIGHTEN CLAMP PLATES TO CLOSE THE 14" GAP

SEAL SETTING BAR 1 X 1 (C.R.S), 516 TYP 516

STIFFENER PL 12"

SCALE:3/4"=1’

12’’ NEOPRENE

12"

134’’

A

0

FACE PLATE 12’’

1’

2’

3’

134’’ SCALE:1-1/2"=1’

B NOTE: SET SEAL FOR A MINIMUM OF A 14" INITIAL DEFLECTION

ALL PLATES 12" UNLESS OTHERWISE NOTED

SECTION SCALE:

A

3’’ = 1’ - 0’’

SECTION SCALE:

AE-TYP30.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

CONTRACT NO.:

9. UPON COMPLETION OF THE ASSEMBLY, APPLY A ANAEROBIC ADHESIVE (LOCTITE THREADLOCKER 290 OR EQUAL) TO ALL NUT AND BOLT JUNCTURES.

316

3"

12" BOLTS W/LOCK WASHERS

AND TWO WASHERS, C.R.S.. AFTER BOLTS ARE TIGHTENED, SCAR THREADS OR UPSET BOLT TO PREVENT VANDALISM. (TYP)

316

1

5. ALL STRUCTURAL ALUMINUM PLATES SHALL BE ASTM B 209, TYPE 6061-T6

7. WELDS SHOWN ARE TYPICAL FOR SIMILAR JOINTS AND ALL WELDS ON WALL SIDE OF FACE PLATE SHALL BE FLUSH WITH BASE METAL.

1

TYP

3" 12" 2

6’’

1’’

"L" TYPE WATERSTOP

4’’

14

(C.R.S.)

EXISTING PIPE

14"

5"

BACKING PL

SEAL SETTING BAR 1 X 1 (C.R.S.),

12’’

(TYP) SEAL SETTING BAR 1 X 1 (C.R.S.)

14’’ GAP

316

516

0

6"

0

3"

1’

~

4 DETAIL SYM. ABOUT C/L PIPE

12’’

STIFFENER PL 12"

12 X

1"

FLANGE PL

SHEET PILE PENETRATION

FACE OF SHEETPILE

UTILITY DETAILS

(TYP)

~

12"


FACE PL


4. ALL MATERIAL FOR FRONTING PROTECTION SHALL BE ALUMINUM, UNLESS OTHERWISE NOTED.

12’’

B

1.5" = 1’

PIPE SLEEVE

FILE NUMBER:

3. ALL FLANGE MATERIAL ATTACHED TO THE SHEETPILE SHALL BE STEEL. 12"


B

1’’

SUBMITTED BY:

2. GAS AND PETROLEUM PIPELINES MAY REQUIRE THAT A 1.5" MINIMUM CONCRETE COATING BE APPLIED BEFORE THE SLEEVE IS INSTALLED.

HALF OF PIPE O.D.

DESIGNED BY:

6"

512’’

5"

USACE - NEW ORLEANS

5" MIN.


1. THIS DETAIL IS BASED ON THE NEW WALL FACE BEING PERPENDICULAR TO THE PIPE.

MAY 2008

DATE:

NOTES:

SOLICITATION NO.:

NTS

6’’ = 1’ - 0’’

CKD BY:

SCALE:

= 1’ - 0’’

USACE - NEW ORLEANS

12’’

MARK

2’’

FRONTING PROTECTION UTILITY DETAIL 1

CONTACT SURFACE WELDED TO SHEETPILE

1’’

"L" TYPE WATERSTOP

SCALE:

MARK

NOTE: SET SEAL FOR A MINIMUM OF A 14" INITIAL DEFLECTION

SEAL RETAINING BAR

12’’ (MAX. SPACING)

DATE

BOLTS

DWN BY:

512’’

APPR.

6"

FOR 12’’

516’’ R

(TYP)

DETAIL OF PROTECTED SIDE FRONTING PROTECTION SAME AS FLOOD SIDE ASSEMBLY

916’’ HOLES,

DESCRIPTION

C

12" NEOPRENE

C.R.S. PL

(TYP)

512’’

SEAL SETTING BAR 1 X 1 (C.R.S),

C/L UTILITY PIPE

516’’

12

6"

12’’

3

6’’ = 1’ - 0’’

(MAX. SPACING)

SCALE:


18’’

12 X

FRONTING PROTECTION

’’ L ’’ TYPE WATERSTOP

B SEAL PL

SEALANT FILL

(TYP)

312’’

O

.D

.

18’’

B

IP

A

14’’ GAP

116 X 4 X 0’-18"

DESCRIPTION

12 X 4 X 0’-12"


D

5

2’

B

3’’ = 1’ - 0’’

SCALE: 3"=1’ 6"

9"

12"


X-00

1

2

3

4

5

TOP OF T-WALL 4

34’’

US Army Corps

916’’ HOLE, 12’’ O.C.


BLOCKOUT IN WALL

NEOPRENE PAD

DATE

NOTE: OMIT FRACTURED FIN TEXTURE WITHIN 6" OF EACH SIDE OF FRONTING PROTECTION ASSEMBLY

SET SEAL FOR 14" DEFLECTION

SCALE: 6’’ = 1’ - 0’’

EL. VARIES FINISH GRADE

916’’ HOLES,

516’’

12’’ 312’’

BUTT NEOPRENE

1’’

’’ L ’’ TYPE WATERSTOP

FOR 12’’

EL. VARIES FINISH GRADE

C.J.

BOLTS

516’’ R

(TYP)

SEAL SETTING BAR 1 X 1 THREE SIDES

DETAIL OF PROTECTED SIDE FRONTING PROTECTION ASSEMBLY SAME AS FLOOD SIDE ASSEMBLY EXCEPT OMIT "L" TYPE WATER STOP, SEAL RETAINING BAR AND RELATED BOLTS, AND 1 X 1 SEAL SETTING BAR

12" NEOPRENE

(MAX. SPACING)

312’’

IP P

B SEAL PL 12 X 3 12 (THREE SIDES)

(TYP)

O

.D

.

18’’

E

A

APPR.

1’’ 7’’ 3’’

34’’ 1 732’’

1’’

1’’ T-WALL

312’’ (TYP)

12’’

SEAL RETAINING BAR (THREE SIDES)

DESCRIPTION

2’’

C

DESCRIPTION

12 X 4 X 0’-8"

MARK

14’’ GAP

C/L UTILITY PIPE

BUCKHORN RUBBER PRODUCTS, INC. MOLD NO. 6404, SPECIFICATION: NATURAL-177 OR EQUAL

APPR.

NEOPRENE

18’’

PIPE O.D.

1’’

116 X 4 X 0’-11"

3’’

BLOCKOUT IN WALL

4

CLAMP PL

B

A

12 X

DATE

7’’

12"

12"

STIFFENER PL 12"

612’’

932’’ R 916’’

FLANGE PL

FRONTING PROTECTION

932’’ R

’’ 78

1 14’’

FACE PL

12’’ R

512’’

SEAL SETTING BAR 1 X 1, THREE SIDES

212’’

D

3’’

PIPE O.D.

3’’

3’’

78’’

512’’

FOR 12’’ BOLTS

SEAL RETAINING BAR

(MAX. SPACING) "L" TYPE WATERSTOP (THREE SIDES)

SCALE: 6’’ = 1’ - 0’’

MARK

SHEET PILING

FRONTING PROTECTION UTILITY DETAIL

316 516 TYP STIFFENER PL 12"

516

8. AFTER THE TWO FRAMES ARE LOOSELY CLAMPED ON THE PIPE, THE TOTAL ASSEMBLY SHALL BE PUSHED AGAINST THE WALL, SETTING THE SEALS, THEN TIGHTEN CLAMP PLATES TO CLOSE THE 14" GAP 9. UPON COMPLETION OF THE ASSEMBLY, APPLY A ANAEROBIC ADHESIVE (LOCTITE THREADLOCKER 290 OR EQUAL) TO ALL NUT AND BOLT JUNCTURES.

B

SCALE:3/4"=1’ 134’’

A

ALL PLATES 12" UNLESS OTHERWISE NOTED

NOTE: SET SEAL FOR A MINIMUM OF A 14" INITIAL DEFLECTION

SECTION SCALE: 6’’ = 1’ - 0’’

A

FACE PLATE 12’’ 0

1’

2’

3’

134’’

SECTION

AE-TYP31.DGN

A/E TYPICALS

FILE NAME:

ANSI D

1.5" = 1’

CONTRACT NO.:

FILE NUMBER:

SUBMITTED BY:

CKD BY:

SIZE:

~

SEAL SETTING BAR 1 X 1 THREE SIDES

7. WELDS SHOWN ARE TYPICAL FOR SIMILAR JOINTS AND ALL WELDS ON WALL SIDE OF FACE PLATE SHALL BE FLUSH WITH BASE METAL.

T-WALL PENETRATION

116 X 4 X 0’-11"

6. ALL CORROSION-RESISTANT STEEL (C.R.S.) SHALL BE TYPE 316.


NEOPRENE PAD

316

4. ALL MATERIAL FOR FRONTING PROTECTION SHALL BE ALUMINUM, UNLESS OTHERWISE NOTED.

~

12’’ NEOPRENE

8’’

316

CLAMP PL

3. GAS AND PETROLEUM PIPELINES MAY REQUIRE THAT A 1.5" MINIMUM CONCRETE COATING BE APPLIED BEFORE THE SLEEVE IS INSTALLED.

5. ALL STRUCTURAL ALUMINUM PLATES SHALL BE ASTM B 209, TYPE 6061-T6

1 1


SEAL SETTING BAR 1 X 1, THREE SIDES

12 X 4 X 0’-8"

2’’

12" BOLTS W/LOCK WASHERS

AND TWO WASHERS, C.R.S.. AFTER BOLTS ARE TIGHTENED, SCAR THREADS OR UPSET BOLT TO PREVENT VANDALISM. (TYP)

TYP 516


12" 2

2’’

2’’

516

USACE - NEW ORLEANS

2’’

(TYP)

12’’

1’’

134’’

AND LOCK WASHERS, C.R.S. (TYP)

6’’

34" BOLTS W/ WASHERS

4’’

EXISTING PIPE

12" X 2

1’’

"L" TYPE WATERSTOP AND SEAL RETAINING BAR

2. THIS DETAIL IS BASED ON THE NEW WALL FACE BEING PERPENDICULAR TO THE PIPE.

12’’

14’’ GAP

T-WALL

DETAIL SYM. ABOUT C/L PIPE

B

USACE - NEW ORLEANS

1. THIS DETAIL WAS DRAWN FOR A 14" O.D. PIPE.

SEAL SETTING BAR 1 X 1

DWN BY:

NOTES:

4

DESIGNED BY:

12 X


FLANGE PL


B FACE PLATE 12"


SCALE: 34 " = 1’ - 0’’ 1’’

UTILITY DETAILS

SECTION THRU FLOODWALL

14’’ DEFLECTION

PIPE O.D.

SOLICITATION NO.:

NOT DEFLECTED

HALF OF

3’’

DATE:

512’’

MAY 2008

SCALE: 1 12 " = 1’ - 0’’

SCALE:1-1/2"=1’

B 0

6"

1’

2’

SCALE: 6’’ = 1’ - 0’’ SCALE: 6"=1’ 0

3"

6"

9"

12"


X-00

1

2

TOP EL.

EXISTING GRADE

3

EXISTING GRADE

TEMPORARY SHEETING

4

5

EXISTING GRADE

TEMPORARY SHEETING

HYDRAULIC JACKS

TOP EL.

DRIVE SHEET PILE GUIDES NOTE: 6

EXISTING UTILITY TEMPORARY SHEETING

of Engineers fi

SPLIT SLEEVE

WELD SPLICE PLATES BETWEEN EACH 3’ TO 5’ SECTION SEE DETAIL 1 HP PILING

TEMPORARY SHEETING

EXISTING UTILITY

INVERT

GUIDE SHEET PILE

GUIDE SHEET PILE

OF PIPE

US Army Corps

SPLIT SLEEVE WIDE FLANGE STEEL BEAM

SPLIT SLEEVE

SPLIT SLEEVE EXISTING UTILITY

D

EXISTING GRADE

EXISTING UTILITY

2

GUIDE SHEET PILING

WIDE FLANGE STEEL BEAM

CUT SHEET PILES TO ALLOW FOR INSTALLATION OF 3’ TO 5’ SECTIONS

1 LOCATE PIPELINE AND EXCAVATE LEVEE NOTES: 1,2,3,4 & 5

INTERLOCK WITH GUIDE SHEETS AND JACK 3’ TO 5’ SECTIONS DOWN TO REQUIRED TIP ELEVATION

WIDE FLANGE STEEL BEAM

3

TIP DETERMINED BY CONTRACTOR


SHEET PILING NOTE:

EXCAVATION NOTE:

MINIMUM SECTION OF SHEET PILING TO BE DETERMINED BY USACE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE EXCAVATION, SEE JACKING NOTES 4 & 5.

TIP ELEVATION


JACKING FRAME INSTALLATION NOTES: 7 & 8 GUIDE SHEET PILE TIP ELEVATION OF H-PILES

REQUIRED GRADE FOR BOTTOM OF T-WALL SLAB STABILIZATION SLAB

2’-0’’ (TYP)

4 JACK AND WELD 3’ TO 5’ SECTIONS NOTES: 9,10, & 11


TO BE DETERMINED BY CONTRACTOR

LIMITS OF PAINTING EXISTING GRADE

GUIDE SHEET PILE

H-PILING

TOP ELEVATION THIRD WELD, THREE SIDES

B

C

6 TEMPORARY SHEETING

SPLIT SLEEVE

5

SECOND WELD, SEE NOTE ’’A’’

4’’

45%%d

SEE UTILITY SLEEVE DETAILS EXISTING

PZ-22 SHEET PILE

UTILITY

DRIVE REMAINING FULL LENGTH SHEET PILES

FRAME

FIRST WELD,

B

THREE SIDES

3’ TO 5’ SECTIONS IN FINAL POSITION NECESSARY TO PLACE SHEET PILE REQUIRED FOR PLACEMENT OF SLEEVE

14

3’’

3’’ 4’’ SHEET PILE

SHEET PILE - 3’ TO 5’ SECTIONS WELDED WITH SPLICE PLATES, ALTERNATE SPLICE LOCATIONS, SEE

GUIDE SHEET PILE 2’-0’’

3’’

SPLICE PL 38 X 4 X 0’-6’’

SLEEVE & REMAINING SHEET PILE INSTALLATION NOTES: 14, 15 & 16

REMOVE JACKING

JACK FRAME REMOVAL NOTE: 12 & 13

14

4’’ 3’’

EXISTING UTILITY


SECTION B PLAN

GUIDE SHEET PILE SECTIONS, SEE SHEET PILE SPLICE DETAILS

SEE DETAIL 1

4’’ NOTE ’’A’’:

TIP ELEVATION

SPLICE PL 38 X 4 X 0’-6’’

DETAIL 1

TIP ELEVATION

SHEET PILE SPLICE

SECTION A

WELD NOTE: WELDS SHOWN ON SECTION B

GROOVE WELD SHALL EXTEND THE FULL LENGTH OF THE SHEET PILE WEB AND FLANGES EXCLUDING THE INTERLOCKS. SPLICE PLATE NOTE: TWO SPLICE PLATES PER SHEET PILE MINIMUM ON ANY SHEET PILE SPLICE.

GENERAL NOTES: 1. ANY PIPELINE PENETRATION THRU THE FLOOD PROTECTION SHALL CONFORM TO USACE PERMIT STANDARDS DRAWINGS 5A THRU 5C, FILE NUMBER H-8-29027, DATED OCTOBER 2002, AS SHOWN ON DRAWING 13.

B

2. STEEL PIPE SLEEVES SHALL BE ASTM A53, TYPE S, GRADE B, PLAIN END. FOR OUTER EDGES WITH DIAMETER LESS THAN OR EQUAL TO 24 INCHES.

SLEEVE SCHEDULE SHEET PILE DEPTH ’’D’’ 12’’ OR LESS GREATER THAN 12’’

SLEEVE LENGTH 3’-0’’ 3’-4’’

JACKING NOTES:

1. RESERVED 2. CONTRACTOR FOR THE UTILITY SHALL LOCATE, MARK, EXCAVATE AND EXPOSE THE UTILITY AS NECESSARY FOR PLACEMENT OF THE SPLIT SLEEVE CARRIER. MARKERS PLACED FOR THE UTILITY SHALL BE CLEARLY VISIBLE, SO THE CONTRACTOR CAN CLEARLY LOCATE THE UTILITY DURING CONSTRUCTION. PERMANENT MARKERS SHALL BE

9. THE CONTRACTOR SHALL INTERLOCK 3’ TO 5’ LENGTH SHEET PILES AND JACK BETWEEN SHEET PILE GUIDES AS SHOWN IN SEQUENCE 4 . 10. AFTER THE FIRST 3’ TO 5’ PANEL HAS BEEN DRIVEN, RAILROAD GATE CONTRACTOR SHALL WELD THE NEXT 3’ TO 5’ PANEL TO THE PREVIOUS PANEL USING SPLICE PLATES (SEE DETAIL 1 ).

PLACED BY THE CONTRACTOR FOR THE UTILITY AFTER COMPLETION OF THE CONSTRUCTION PROJECT. 11. RAILROAD GATE CONTRACTOR SHALL REPEAT STEPS IN NOTES 9 AND 10 UNTIL THE SHEET PILING BELOW 3. CONTRACTOR FOR THE UTILITY SHALL PLACE THE UTILITY IN THE

THE PIPELINE IS DRIVEN TO AN ELEVATION REQUIRED FOR PLACEMENT OF SHEET

SPLIT-SLEEVE CARRIER PRIOR TO ANY WORK BY THE CONTRACTOR.

PILES WHICH ARE NECESSARY FOR PLACEMENT OF OUTER SLEEVE.

THE CONTRACTOR MAY BE REQUIRED BY THE UTILITY OWNER TO SUPPORT THE UTILITY

12. THE CONTRACTOR SHALL REMOVE JACKING FRAME.

WITHIN THE EXCAVATION. 13. ALL SHEET PILE ABOVE AN ELEVATION TWO (2) FEET BELOW THE EXCAVATION SHALL BE 4. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION ACTIVITIES REGARDING EXCAVATING FOR AND DRIVING OF THE SHEET PILE AND PLACING THE RELOCATION/UTILITY THROUGH THE

PAINTED IN ACCORDANCE WITH SPECIFICATION 09940. THE HORIZONTAL LIMITS OF PAINTING SHALL BE TWO (2) FEET BEYOND THE EDGE OF THE EXCAVATION.

SHEET PILE WALL. 14. THE CONTRACTOR SHALL INSTALL SHEET PILING NECESSARY TO PLACE SLEEVE,

5. THE CONTRACTOR SHALL EXCAVATE THE EXISTING GROUND TO AN ELEVATION 4’-6’’

A

AND AFTER SLEEVE PLACEMENT IS COMPLETE, PLACE THE REMAINING SHEET PILE.

BELOW OF THE INVERT OF THE PIPELINE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE EXCAVATION. THE DESIGN SHALL BE STAMPED BY A REGISTERED ENGINEER, LICENSED IN THE STATE

NOTE: IF PILING BELOW THE UTILITY IS DRAGGED DOWNWARD DURING DRIVING OF ADJACENT

WHERE THE PROJECT IS LOCATED. 6. THE CONTRACTOR SHALL DRIVE TWO (2) SHEET PILE GUIDES AS SHOWN IN SEQUENCE

15. THE CONTRACTOR SHALL INSTALL SHEET PILING TO GRADE AS REQUIRED BY USACE.

2

ABOVE.

7. THE CONTRACTOR SHALL DRIVE H-PILES TO A DEPTH DETERMINED BY DESIGN CALCULATIONS.

PILING, CONTRACTOR SHALL ADD LENGTH BY WELDING NEW PILING TO REQUIRED GRADE. DO NOT PULL SHEET PILE UP TO GRADE. 16. THE CONTRACTOR SHALL BACKFILL THE EXCAVATION WITH THE SAME MATERIAL EXCAVATED TO THE REQUIRED GRADE. THE MATERIAL SHALL BE REPLACED WITHOUT COMPACTION AND AS CLOSE TO ITS

8. THE CONTRACTOR SHALL WELD A WIDE FLANGE (WF) CROSS BEAM TO THE TOP OF THE H-PILES AND INSTALL WIDE FLANGE (WF) JACKING BEAM WITH HYDRAULIC JACKS SUPPORTED BY THE CROSS BEAM.

IN-SITU STATE AS POSSIBLE. AT NO TIME SHALL THE SHEET PILE BE PULLED TO GRADE IF IT HAS MOVED.


X-00

B

SECTION

DETAIL

0

0

1’

A 3" 6"

A

EL. VARIES

2

SCALE: 3" = 1’-0"

SCALE:1/2"=1’ 2’ 4’

SCALE: 3"=1’ 9" 12"

X-00

~

4"

SPLICED SHEET PILE LAYOUTS

4"

UTILITY DETAILS

PLAN AE-TYP33.DGN

A/E TYPICALS

FILE NAME: ANSI D

3" = 1’

SIZE:

FILE NUMBER:


CONTRACT NO.:

SOLICITATION NO.:

14

SUBMITTED BY:

SHEET PILE 3"


FIRST WELD

~

3" MAY 2008

THREE SIDES


A DATE:

MARK

3"

CKD BY:

4 X 0’-6"

USACE - NEW ORLEANS

38 X

DWN BY:

SPLICE PL

DESIGNED BY:

THREE SIDES

THIRD WELD

4" 4" 14

3"

DESCRIPTION

GROOVE WELD SHALL EXTEND THE FULL LENGTH OF THE SHEET PILE WEB AND FLANGES EXCLUDING THE INTERLOCKS. DATE

(TYP) NOTE "A" APPR.

MARK

DESCRIPTION

D DATE

APPR.

4


2

3"

SEE DETAIL


3"

6"

3

USACE - NEW ORLEANS

SHEET PILE SPLICE LAYOUT END OF STAGGERING

5’-0" (MIN.) O.C., STAGGER WITH ADJACENT SHEET PILING

C

2


END OF STAGGERING

2’-6"

5’-0" (MIN.)

1 5

US Army Corps


EL. VARIES

A

SECOND WELD, SEE NOTE "A"

45^

SHEET PILE

SCALE: 12" = 1’-0"

IDENTIFICATION

SHEET

1

2

3

4

5

PLACE RAIL JOINTS SO THAT 27’ OF TRACK CAN BE REMOVED FOR DRIVING PILING

PRIOR TO INSTALLATION OF PILES AND FALSEWORK ON THE FIRST TRACK, INSTALL SHEETING AS REQUIRED TO MAINTAIN STABILITY ON THE IN SERVICE TRACK W10 X 22 WALER

C/L CN R.R. TRACKS

27’-0’’ RAIL SECTION


19’-1’’ C/L TO C/L BENTS


STEEL SHEET PILE SEE NOTE 4 & 5 C12 X 25 DIAPHRAGMS (TYP.)

(MIN)

APPR.

15’-0’’

2’’ CL

W24 X 162 20’-3 12" LONG TOP OF RAIL

DATE

10’-0’’

4" PERFORATED DRAIN PIPE ENCLOSED IN NONWOVEN DRAINAGE FABRIC

D W24 X 162

W10 X 22 WALER

1 4’-0’’

SCALE: 14 " = 1’-0’’ EXPANSION BOLT ANCHOR NOTE: 1 14" X 18" LONG TRUBOLT WEDGE ANCHOR W/ NUT AND WASHER AS MFD. BY ITW RAMSET/REDHEAD, WOOD DALE, ILLINOIS OR EQUAL. ONE SIDE OF W24 X 162, SEE PLAN

5. SHEET PILE DRIVEN NEXT TO SLAB SHALL BE NOTCHED TO PASS W24 X 162

2’’ CL

15’-0’’

(MIN)

6’’

W24 x 162

GATE SILL (SEE NOTE) 4" PERFORATED DRAIN PIPE ENCLOSED IN NONWOVEN DRAINAGE FABRIC

MARK

12’-6" TO

SCALE: 14 " = 1’-0’’ L8 X 6 X 12 X 0’-5" (8" LEG VERTICAL)

4’’

516

PL 1" X 1’-2

12’’ 12

12"

516 13" X 14

516 1’-238"

516


3’-0’’

3’-0’’

3’-0’’

516 516

1’-6’’

16

PLAN

PL 1 X 16 X 1’-4"

A

SCALE: 1’’=1’-0’’

HP 14 X 73

LEWIS BOLT AND NUT CO., WAYZATA, MINNESOTA OR EQUAL

NOTES:

AE-TYP40.DGN

A/E TYPICALS

FILE NAME: = 1’

CONTRACT NO.:

1. FOR GENERAL NOTES, SEE DWG. 2.

DETAIL 1

2. EXTENDED DRAINAGE PIPE TO FACE OF EMBANKMENT SLOPE, PROTECT WITH 12" SOIL BLANKET.

SCALE: 1’’=1’-0’’

ELEVATION - FALSEWORK BENTS SCALE: 38 ’’ = 1’-0’’

1 38" HOLES

SHIMS

FOR 1 14" BOLTS

3. H-PILES MAY BE SPLICE, SEE DWG. XX FOR DETAILS. 4. SEE DRAWING XX FOR ALL SWING GATE MONOLITH DIMENSIONS

58"

12

16

2. 58’’ x 10’’ WASHER HEAD TIMBER DRIVE SPIKE AS MFD. BY

TIP EL. 1’-6’’

STIFFENER PL

EVER TIGHT SPRING AND OFFSET SHOE TYPE A ( X= 2’’, Y= 12’’ ), AS MFD. BY LEWIS BOLT AND NUT CO., WAYZATA, MINNESOTA OR EQUAL

516

HP 14 X 73

1. 34’’ x 13’’ HEX BOLT (THREADED 4’’) AND NUT W/ EVER TIGHT WASHER,

FILE NUMBER:

W24 X 162

X 12-0"

NOTES: 1"

A

STIFFENER PL

16 16

USACE - NEW ORLEANS

PL 1" X 16" X 12’-0"

STIFFENER PL 12 NS AND FS (TYP)

W14 x 109 C12 X 25, CUT BOTTOM FLANGE (IF REQUIRED) TO CLEAR BOLT

3’’

SEE NOTE 1 4’’

1’-238"

W14 X 109, 12’-0" LG. PILE CAPS

(8’’ LEG VERTICAL)

516

W14 X 109 12’-0" LONG, PILE CAP

516

L8 X 6 X 12 X 0’-5"

516 516

14

1516"

2’-1"

2’’

SILL EL. 8’’

712"

STIFFENER PL 12 ES (TYP)

12’’ THREE SIDES

3’’

TOP W24 X 162

A

A

1516’’

GATE SILL CONSTRUCTED AFTER FALSEWORK PARTIALLY REMOVED (SEE SECTION FALSEWORK PARTIALLY REMOVED)

14

4’’

5" X 8" X 20’-3 12" GUARD TIMBER

SEE NOTE 2

5’-11 516"

W24 X 162 20’ - 3 12" LONG

4’-812’’ GAGE

NOTE: CONCRETE IN GATE SILL SHALL BE HIGH EARLY STRENGTH PORTLAND CEMENT IN LIEU OF REGULAR PORTLAND CEMENT

0

2’

4’

8’

0

1’

SHEET

SCALE:3/8"=1’

SCALE: 1"=1’

SCALE:1/4"=1’

~

TIE PLATE (BY OTHERS)

CONSTRUCTION FALSEWORK DETAILS

3’-0’’

SHIMS

3’-0’’

3, 34" BOLTS (A325-X) W/WASHERS

C/L 1 14" 0 X 6", A325 (THREADED 4") HEAVY HEX BOLT AND NUT W/ DBL. WASHER

RAILROAD DETAILS

C/L W

~

FACE OF COLUMN

ANSI D

SECTION - FALSEWORK PARTIALLY REMOVED

DAPPED 12" OVER W24 X 162 BEAM FLANGES B


SEE EXPANSION BOLT ANCHOR NOTE

EVERY 5TH TIE TO BE 8" X 10" X 14’-2 12" (BY OTHERS),

C/L W

DESIGNED BY:

EL. -41.0 EL. -95.0

8" X 10" X 10’-0" TIES (BY OTHERS) AND

SIZE:

4" PERFORATED DRAIN PIPE ENCLOSED ON NONWOVEN DRAINAGE FABRIC

11’-0’’

14"

4’-0’’ HP 14 X 73 (TYP)


DATE:

SCALE: 14 " = 1’-0’’ NOTE: RAILS AND CROSS TIES NOT SHOWN FOR CLARITY

SUBMITTED BY:

MONOLITH

BACKFILL WITH BALLAST AFTER REMOVING STEEL BEAMS

SOLICITATION NO.:

W24 X 162


PLAN - FALSEWORK

W24 X 162

W14 X 109 12’-0" LONG, PILE CAP

MAY 2008

50’-0"

TOP OF RAIL AFTER BASE SLAB HAS CURED, CONTRACTOR SHALL PROVIDE SUPPORT FOR THE W24 X 162 BEAM ON BASE SLAB. BEAM SHALL THEN BE CUT TO ALLOW FOR FORMING AND POURING OF GATE SILL.


10’-0’’

TIE PL

10’-0’’

1’’ (MIN)

PORTLAND CEMENT IN LIEU OF REGULAR PORTLAND CEMENT SHEETING

2’-0’’

3’-0’’

6. CONCRETE IN BASE SLAB SHALL BE COMPOSED OF HIGH EARLY STRENGTH

CKD BY:

A

USACE - NEW ORLEANS

SEE PLAN

8" EMBED.

2’-0 12’’

4. SHEET PILE DRIVEN NEXT TO SLAB SHALL BE USED FOR BRACING IN THE CONSTRUCTION OF ADJACENT MONOLITHS AND DRIVEN TO THE APPROPRIATE DEPTHS (DETERMINED BY CONTRACTOR) TO HANDLE THE SAME LOADS AS THE SHEET PILE BEING USED FOR BRACING IN THE CONSTRUCTION OF MONOLITH.

SEE PLAN A

APPR. DATE

SECTION - FALSEWORK SPAN

3. SHEETPILE DRIVEN TO RETAIN THE BALLAST FOR CONSTRUCTION OF MONOLITH R-2 SHALL BE CUT OFF BELOW THE BOTTOM OF THE BASE SLAB PRIOR TO THE POURING OF THE SLAB. SEE DRAWING 18-20 FOR MORE DETAILS.

DWN BY:

W24 X 162


W24 X 162


9’-6’’

W24 X 162


1. CROSS TIE SPACING TO BE DETERMINED BY RAILROAD COMPANY. 2. HP 14 X 73 PILES DRIVEN TO SUPPORT W14 X 109 PILE CAPS ARE ACTUAL FOUNDATION PILES FOR THE ADJACENT MONOLITHS.

MARK

STEEL SHEET PILING EL. -41.0

EL. -95.0

NOTES:

PAYMENT LINE FOR STRUCTURE EXCAVATION AND BACKFILL

11’-0’’

DESCRIPTION

1’-9’’

BOLT ANCHOR (TYP)

DESCRIPTION

MONOLITH SEE DETAIL

9’’

15’-0’’

19’-1’’ SPAN

1 14" EXPANSION

SHEETING - BRACED AS REQUIRED (SHEETING SHALL BE A MINIMUM OF 13" FROM PILES) TIP & BRACING REQUIREMENTS TO BE DETERMINED BY CONTRACTOR

12" STIFFENER PL

HP 14 X 73 (TYP.)

W24 X 162

C

W14 X 109, 12’-0" LONG, PILE CAP

4’-0’’

C12 X 25 DIAPHRAGMS 2’-0’’

C12 X 25 DIAPHRAGMS

3’-0’’

W10 X 22 WALER

IDENTIFICATION 2’

0

1’

3’

6’

X-00

2

3

ACOUSTICAL LOADMASTER TRACK FASTENER FOR 40T AXLE OR EQUAL AND RAIL SHOCK PAD TO BE FURNISHED BY THE RAILROAD

5


GAGE

C/L RAIL 10’’

DATE

C/L RAIL

GAGE SIDE

C/L 78" X 6" WELDED ANCHORS

DESCRIPTION

3’’

GAGE

ACOUSTICAL LOADMASTER TRACK FASTENER FOR 40t AXLE OR EQUAL AND RAIL SHOCK PAD TO BE FURNISHED BY THE RAILROAD

1’’

4’’

2’-0’’

1’’

CROSS TIE

SILL

10’’ 3’’

APPR.

GAGE SIDE

C

FIELD SIDE


C/L TRACK

RAIL

D

DEFLECTOR ANGLE AND PLATE

C/L RAIL

FIELD SIDE

D

4

C/L RAIL

1

MARK APPR.

12’’

2’’

B

4’’

3’-0’’

L8 X 6 X 12 X 2-8" W/

PLAN

12’’

SILL PLATES, SEE SILL PLATE DETAIL DWG. XX

12’’

SEE DETAIL 1

12’’

4’’

4’’

4 - 78" X 6" SQ. HEAD SCREW SPIKES. TOP OF SILL AND RAIL

5’’ (TYP)

NOTE: CROSS TIE, ACOUSTICAL LOAD MASTER, TIE PADS AND SCREW SPIKES TO BE FURNISHED. FASTEN EACH TIE PLATE WITH

2’-0’’ SILL 34" FABRICATED PLATE

1’’

4’-0 ’’

3’-378’’

TOP OF BASE SLAB

78" X 6" WELDED ANCHORS

DETAIL 1 RAIL

RAIL

A/E TYPICALS

AE-TYP41.DGN

B

FILE NAME:

4’’ (TYP)

ANSI D

818’’

SCALE: 1’’ = 1’- 0’’

SIZE:

D

DESIGNED BY:

SECTION

1" = 1’

2’-0"

TOP OF SILL AND RAIL

CONTRACT NO.:

SCREW SPIKES AS MFD. BY PANDROL INC., BRIDGEPORT, NEW JERSEY OR EQUAL

FILE NUMBER:

212’’


5’’

DATE:

212’’

34’’

GAGE

BALLAST

USACE - NEW ORLEANS

GAGE SIDE

MAY 2008

C/L 78" X 6" SQ. HEAD

10’’

SOLICITATION NO.:

C/L RAIL 10’’ FIELD SIDE

SCALE: 12’’ = 1’- 0’’

BALLAST

SUBMITTED BY:

RAIL

RAIL

MARK

DEFLECTOR ANGLE AND PLATE DETAIL

TOP OF SILL AND RAIL

EACH ANGLE LEG


SCALE: 1" = 1’ - 0’’

CKD BY:

12’’

DWN BY:

PLAN

D

2’-0’’ SILL

PL 12 X 10 X 3’-4", ENTIRE ASSEMBLY SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION

NOTE: DEFLECTOR ANGLE AND PLATE TO BE PLACED ON FIRST TIE EACH SIDE OF SILL.


C

IN 34" BENT PLATE

DESCRIPTION

1" INSPECTION HOLE

WELDED ANCHORS

2’’


C/L 78" X 6"

1’-4’’

1’-4’’

3’-4’’

B C

DATE

CROSS TIE 4’’

4’’

2’-0’’ SILL

RAIL AND COMPONENT PARTS DETAIL A 12’’

A

RAIL SHOCK PAD

34" BENT PLATE

TOP OF BASE SLAB 1’

0

2’

4’

A

RAIL ASSEMBLY

SCALE: 1"=1’ 0

SCALE: 1’’ = 1’ - 0’’

SECTION

1’

2’

~

RAILROAD DETAILS

SCALE:1/2"=1’

78" X 6" WELDED ANCHORS

34’’ BENT PLATE, SEE DETAIL 1

~

RETAINER PLATE


USACE - NEW ORLEANS

BALLAST BALLAST


1’’

SECTION A SCALE: 1’’ = 1’ - 0’’

CONCRETE MONOLITH RAIL DETAILS

SCALE: 3’’ = 1’ - 0’’

C SCALE: 3"=1’ SHEET 0

3"

6"

9"

12"

IDENTIFICATION

X-00

1

2

3

4

5


APPR.

W/L

DATE

L4 X 4 X 38 2’-0’’ D

SEAL PLATE

COLUMN FACE

L2 X 2 X 38

DESCRIPTION

FOR GATE DETAILS, SEE DWGS. XX

MARK

2’-5’’

NOTE:

APPR.

1’-11 916’’

912’’

38

3’-11 18’’

L4 X 4 X

6’-0’’

1’-11 916’’

VERTICAL SEAL

BOTTOM SEAL, SEE DETAIL 1

1 12" ASPHALTIC

1 12" ASPHALTIC 1’-338’’

COURSE

C.R.S.

DATE

CONCRETE WEARING L6 X 6 X 38

CONCRETE WEARING COURSE

X

CONCRETE BINDER COURSE

X

1

X X

X

1 4" STAB. SLAB

GEOGRID

SCALE: 34 ’’ = 1’-0’’

SCALE: 34 ’’ = 1’-0’’

FACE OF COLUMN

2’-5’’

38

NOTE: 1’-912’’

FOR GATE TRACKS AND SEAL PLATE SUPPORT DETAILS, SEE DWG. XX.

EL. VARIES

3’’

L6X6X38

4’’

L8x4X12 (8’’ LEG)

3’’

L6X4X12 (6’’ LEG) L4X4X38 W/12’’X6’’ WELDED ANCHORS, 12’’ O.C. STAGGERED

L4X4X38

212’’

212’’

212’’

3’’

212’’

AT COLUMNS:

DETAIL

L4X4X38

USACE - NEW ORLEANS

#4 DOWELS 12" LONG

L8x4X12 (4’’ LEG)

A

L6X4X12 (4’’ LEG)

L6x6X38

L8X4X12 W/12’’X6’’ WELDED ANCHORS, 12’’ O.C. STAGGERED BASE SLAB REINFORCING

AE-TYP50.DGN

A/E TYPICALS

FILE NAME:

CONTRACT NO.:

FILE NUMBER:

L6X4X12 W/12’’X6’’ WELDED ANCHORS, 12’’ O.C. STAGGERED

AT TOP OF SILL: L6X6X38 W/12’’X6’’ WELDED ANCHORS, 12’’ O.C. STAGGERED NOTE: ENTIRE ANGLE ASSEMBLY TO BE HOT-DIP GALVANIZED AFTER FABRICATION.

1

ANGLE DETAIL

SCALE:3/4"=1’ 0

1’

2’

~

L4 X 4 X

MASONRY

612’’

= 1’

GATE MONOLITH

ANSI D

X

SIZE:

STORAGE MONOLITH

B

B X

34"

SECTION

X

ROLLER GATES

X

~

X


GEOGRID

DESIGNED BY:

A X X


SECTION


LEGEND

SUBMITTED BY:

PZ 22 STEEL SHEET PILING

PZ 22 STEEL SHEET PILING


DATE:

12" X 12" PRESTRESSED CONCRETE PILES (TYPICAL)

USACE - NEW ORLEANS

12" X 12" PRESTRESSED CONCRETE PILES (TYPICAL)

MAY 2008

3’-6’’

3’-6’’

3’-6’’

3’-6’’

CKD BY:

3

SOLICITATION NO.:

1

DWN BY:

3

8’’


4" STAB. SLAB

12"

X

12"

GEOGRID

MARK

BASE MATERIAL 8" 610 LIMESTONE COMPACTED

X

X

X

1


X

#6, SEE BONDING NOTE DWG. XX

8’’

X

1 BASE MATERIAL 8" 610 LIMESTONE COMPACTED

2 12" ASPHALTIC

1

X

CONCRETE BINDER COURSE

1’-6’’

X

1’-6’’

X

2 12" ASPHALTIC

#6, SEE BONDING NOTE DWG. XX

SECOND POUR

C.J.

X

X

C.J.

9’’

C

DESCRIPTION

8’’

SECOND POUR

L6 X 6 X 38

3’

SCALE: 1’’ = 1’ - 0’’ N.T.S. SCALE: 1"=1’ 0

1’

2’


X-00

1

2

3

4

5


C

B

A

X X

X X

X X

APPR.


DETAIL 2 P L 38

P L 38

DESCRIPTION

P L12

P L38X4

P L38X4

W24 X 55

P L38X4

P L38X4

P L12

P L38X4

P L38X4

P L38X4

A

P L38X4

DETAIL 1

P L12

SEE

P L 38

P L38X4

SEE

DATE

GATE SYMMETRICAL ABOUT CENTER LINE D

A

P L 38

SKIN P L 516 GATE STOP

MARK

P L 38 X 4

APPR.

W33 X 118

C

B

A

X X

X X

X X

BAR 2" WIDE X 0’ - 9 12" LONG

DATE

WINCH PEDESTAL

VERTICAL SEAL PLATE

1’-034’’ 1’-2’’

5 SPACES AT 3’ - 1’’ = 15’ - 5’’

5 SPACES AT 3’ - 1’’ = 15’ - 5’’

1’-11 14’’

DESCRIPTION

33’ - 034’’

C

FLOOD SIDE ELEVATION SCALE: 12 " = 1’ - 0"

FOR WINCH PEDESTAL AND GATE STOP DETAILS, SEE DWG. 14

NO SPLICING OF THE W33 X 118 OR W24 X 55 BEAMS SHALL BE ALLOWED.

4" WINCH CABLE HOOK

4"

1 18"

BAR 12 X 38 X 0’ - 1"

2"

2"

DETAIL 1 1

A

CUT SLOT IN BOTH FLANGES AT EACH END OF BEAM 2 14"

18" 1 18"

1"

12"

WEB 33 X 118

W FLANGE

SCALE:1/2"=1’

W24 X 55

SCALE: 3" = 1’ - 0"

1’

0

2’

4’

38

BAR 2 X 1 18 X 0’ - 9 12"

AE-TYP51.DGN

CONTRACT NO.:

A/E TYPICALS

FILE NAME: = 1’

ANSI D

~

ROUND CORNERS

ROLLER GATE ELEVATION

14"

1 12"

34"

ROUND CORNERS

WINCH CABLE HOOK

FILE NUMBER:

FLOOD SIDE FLANGE ONLY 4 REQUIRED - 2 EACH END 34"

P L 12

USACE - NEW ORLEANS

516

4"

2"

2 12"

14

ROLLER GATES

2"

P L 34

~

2"

1 X X

NOTE:

SCALE: 12 " = 1’ - 0"

6"

DETAIL

SIZE:

SEE

12"

A


SECTION


CASTER ASSEMBLY 3’-3’’

B

SUBMITTED BY:

1’-11 14’’ 2’-0’’

NOTE:

MAY 2008

DATE:

P L 38


WINCH CABLE HOOK

WINCH PEDESTAL

1" DRAINAGE HOLES IN W33 X 118 (TYP)

P L 38 X 4


P L 12 (TYP.)

SKIN P L 516

CKD BY:

P L 38 x 4

USACE - NEW ORLEANS

6’’

DESIGNED BY:

1-414’’

END P L 38 GATE STOP

DWN BY:

GATE SYMMETRICAL ABOUT CENTER LINE


234’’

7’’

DETAIL 3


2’’ SEE

SOLICITATION NO.:

MARK

1’-034’’

REFERENCE DRAWINGS DETAIL 3 FOR FOR FOR FOR

BOTTOM ROLLER GATE SECTIONS, SEE DWG. XX BOTTOM ROLLER GATE SEAL SUPPORT DETAILS, SEE DWG. XX BOTTOM ROLLER GATE SEAL DETAILS, SEE DWG. XX CASTER ASSEMBLY AND DETAILS, SEE DWG. XX

DETAIL

2

SCALE: 3" = 1’ - 0"

SCALE: 3" = 1’ - 0"

SCALE: 3"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

4

5


FACE OF COLUMN


VERTICAL SEAL PLATE VERTICAL SEAL

APPR.

P L 38

DATE

P L 38

W24X55 W24X55

D

W24X55

P L 38 X 4

DESCRIPTION

P L 12

P L 38

SKIN PLATE 516 P L 38 X 4 P L 38 X 4

3’-11 18’’

3’-11 18’’

14

L 4 X 4 X 38 SKIN PLATE 516

P L 38

P L 38 X 4

SKIN PLATE 516

14

APPR.

NOTE:

14

P L 38 PARTICULAR ATTENTION SHALL BE GIVEN TO FIELD ADJUSTMENT OF BOTTOM SEAL IN ORDER TO OBTAIN PROPER SEAL WITH SEAL PLATE.

916’’ 516

DATE

W33X118 14 14

14

516

516

P L 38

4316’’

P L 38 X 4 SKIN PL 516

P L 38 X 4

CASTER PL 12 X 8 58 X 1’-2 14"

CASTER PL12 X 858 X 1’-214’’

TOP OF BASE SLAB

14

4 HEAVY DUTY RIGID CASTER

334’’

C X X

MARK

BAR 2 X 118 X 0’ - 7’’ W24 X 55 BAR 2 X 1 18 X 0’ - 7"

DETAIL 3

DWG. XX

END P L 38 P L 38 X 4 7’’

B

SKIN P L 516

P L 38 X 4

REFERENCE DRAWINGS

W33 X 118 14

END P L 38

SKIN P L 516

FOR BOTTOM ROLLER GATE SEAL DETAILS, SEE DWG. XX. FOR CASTER ASSEMBLY AND DETAILS, SEE DWG. XX.

END P L 38 14

P L

14

38

P L 38

BAR 2 X 1 18 X 0’-9 12" SEE W33 X 118

W33 X 118 SKIN P L 516

P L

38 X

4

SLOTTED HOLES, FOR DETAILS SEE DWG. 22

DETAIL 3

P L 38 X 4

DWG. XX P L 38

P L 38 X 4

P L 38 X 4

DWG. XX

BAR 2 X 118 X 0’ - 912’’ SEE

END P L 38

DETAIL 3

P L 38 X 4

14

DESIGNED BY:

SEE

P L 38 X 4

SUBMITTED BY:

P L 38


W24 X 55

CKD BY:

P L 38

DWG. XX

USACE - NEW ORLEANS

DETAIL 3

DWN BY:

END P L 38

SKIN P L 516


SEE

A/E TYPICALS

SECTION

P L 38

AE-TYP52.DGN

C L TRACKS AND CASTERS

FILE NAME:

B W24 X 55


A

234’’

ANSI D

2’-5’’

SIZE:

X X

TRACK AND SUPPORT SEE DWG. 20 FOR DETAILS

P L 38 x 4

1" = 1’

SEAL PLATE AND SUPPORT SEE DWG. XX FOR DETAILS

DATE:

SECTION

X X

B

FACE OF COLUMN

A

CONTRACT NO.:

SKIN PLATE 516

FILE NUMBER:

38 X


P L

SOLICITATION NO.:

4’’

MAY 2008

TOP OF BASE SLAB

P L 38 X 4

SKIN PLATE 516

FACE OF W33 & W24

TOP OF BASE SLAB

DESCRIPTION

14

14

SECTION

P L 38

1’-338’’

38

534’’ 3’’

14

14

P L

1’-338’’

1’-1’’

1’-338’’

C

W33X118

14

14

P L 38

BOLT WASHER AND HEX NUT, C.R.S., EACH CASTER ASSEMBLY. SEE C.R.S. CASTER BOLT WASHER DETAIL ON DWG. XX

W33X118

14

1’’

MARK

4, 58" O X 2 14" HEX HEAD BOLT W/CASTER 14

14

END P L 38 P L 38

916" HOLES, FOR DETAILS,

FLOOD SIDE ELEVATION AT END OF GATE

SECTION

A

SECTION

B

A

~

SEE DWG. 22

OTHER END-OPPOSITE HAND

ROLLER GATE DETAILS

P L 38 X 4

ROLLER GATES

P L 38 X 4

~

916" HOLES, FOR DETAILS,

916" HOLES, FOR DETAILS, SEE DWG. XX


B

SKIN P L 516

USACE - NEW ORLEANS

A

SKIN P L 516


END P L 38

SEE DWG. 22

SCALE: 1"=1’ 0

1’

2’


X-00

1

2

3

4

5


916’’ HOLES

C.R.S.

FOR 12’’ BOLTS 516’’

FOR 12’’ BOLTS

APPR.

916’’ HOLES

9’’

9’’ 516" R

DATE

38’’ R

D

64’ - 0’’ OPENING

114’’

114’’

1’-6’’

38’’

1’-6’’

I’’

I’’

DESCRIPTION

C.R.S.

VERTICAL SEAL PLATE, SEE DETAIL 212’’

2’’ L4 X 4 X 38 TO STORAGE MONOLITH

MARK

PL 38 X 4

PL 38 X 4

APPR.

L6 X 4 X 12

SCALE: 1’’ = 1’ - 0’’

234’’

SCALE: 1’’ = 1’ - 0’’

234’’

SEAL RETAINING BAR

SEAL DEFLECTION BAR

SIDE SEAL SET FOR L6 X 4 X 12 PL 38 X 4

PL 38 X 4

1’ - 034’’

1’ - 034’’

514’’ SEE VERTICAL SEAL DETAIL

W33 X 118 SKIN PL 516

C

DESCRIPTION

514’’

DATE

18’’ DEFLECTION

END PL 38

SKIN PL 516

STORAGE MONOLITH END

SKIN PL 516

TO CLOSE

MARK

58" X 2" SLOTTED HOLE


BOTTOM SEAL PL 38 X 4

916’’

218’’

218’’

4’’ 13

516" R SEAL RETAINING BAR

AE-TYP53.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

6" = 1’

CONTRACT NO.:


SUBMITTED BY:

DESIGNED BY:

234’’

2’’

3’’

B

MAY 2008

DATE:

14" BOLTS,


12" X 2

12’’ O.C., C.R.S.

USACE - NEW ORLEANS

SCALE: 1 12’’ = 1’ - 0’’

CKD BY:

SECTION THRU ROLLER GATE

SOLICITATION NO.:

34" BOLT W/ WASHERS, C.R.S.

DWN BY:

12" X 1


GATE OPENING END

END PL 38 L5 X 3 12 X 12

SEAL PLATE

2 X 516, C.R.S., SEE DETAIL THIS DWG.

SCALE: 1’’ = 1’ - 0’’

SCALE:1-1/2"=1’ 0

6"

1’

2’

NOTE: SET SEAL FOR 0" DEFLECTION. PARTICULAR ATTENTION SHALL BE GIVEN TO FIELD ADJUSTMENT OF BOTTOM SEAL IN ORDER TO OBTAIN A PERFECT SEAL WITH SEAL PLATE.

(1 OF 2)

SEAL DETAILS

A

ROLLER GATES

TYPICAL SECTION THRU BOTTOM SEAL

~

314’’


2’’

USACE - NEW ORLEANS

1 34’’ HURRICANE DESIGN GUIDELINES

TOP OF BASE SLAB

SCALE:1"=1" 0

1"

2"


X-00

1

2

3

4

5

12" O / X 6" WELDED ANCHORS, 12’’ O.C. STAGGERED


14’’

9’’

3’’

DATE

VERTICAL SEAL

412’’

D

2’’

412’’

12’’ X 2

1 34"

34’’ BOLT W/ WASHER 516’’ R

12’’ O.C., C.R.S. 2’’

APPR.

514’’

5’’

2’’

L6 X 4 X

2 X 516, C.R.S.

12

78’’

SEAL RETAINING BAR 916’’

DESCRIPTION

PL 1 X 9, C.R.S. SHAPED AS SHOWN

SEAL DEFLECTION BAR

PL 34 X 4

APPR.

38’’

12’’

14’’ R.

12’’ R.

MARK

1’’

438’’

2 12 X 38, C.R.S.

12’’ X 1 34’’ BOLT

34" BOLTS

END PL 38

W/WASHERS, C.R.S.

C PL 38 X 4

DESCRIPTION

12" X 1

1’ - 058’’

PL 38 X 4

1’ - 112’’

SCALE: 6’’ = 1’ - 0’’

DATE

BOTTOM SEAL

12’’ O.C., C.R.S.

VERTICAL SEAL PLATE DETAIL

MARK

PL 38 X 4 EDGE OF BOTTOM SEAL FULL MOLDED VERTICAL OUTSIDE BULB CORNER 12’’ X 1 34’’ BOLTS

L5 X 3

L5 X 3 12 X 12 1’ - 6" TO 1’ - 9" AS DESIRED 12" X 2

SEAL RETAINING BAR

10

SEAL RETAINING BAR

14" BOLTS

2 X 516, C.R.S.

C.R.S.

2 X 516, C.R.S.

12 X 12

FACTORY VULCANIZED SPLICES

’’

12’’

TYPICAL GATE SEAL

REFERENCE DRAWINGS

BOTTOM SEAL 7’’

AE-TYP53.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

6" = 1’

CONTRACT NO.:

MAY 2008

FILE NUMBER:

CKD BY:


’’

SUBMITTED BY:

16


B

1’-2’’

11


-2

DWN BY:

DESIGNED BY:

1’


BACK OF VERTICAL SEAL

USACE - NEW ORLEANS

14’’

DATE:

FULL MOLDED FLAT OUTSIDE BULB CORNER

SOLICITATION NO.:

W/WASHERS, C.R.S. SKIN PL 516

VERTICAL SEAL

FOR BOTTOM ROLLER GATE SEAL SUPPORT DETAILS, SEE DWG. XX NOT TO SCALE

2. ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL PRESS TYPE MOLDS UNDER PRESSURE AND HEAT. 3. ALL SPLICE JOINTS MUST DEVELOP A STRENGTH OF AT LEAST 50% OF THE MINIMUM TENSILE STRENGTH REQUIRED OF THE RUBBER.

(2 OF 2)

SEAL DETAILS

A

ROLLER GATES

1. ALL INDIVIDUAL 90 CORNER INTERSECTIONS WILL BE FULLY MOLDED.

~

NOTE:


USACE - NEW ORLEANS

SCALE: 6’’ = 1’ - 0’’


PLAN AT END OF GATE BELOW W33X118

SCALE: 6"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

4

5

34" HEX NUT, C.R.S.

EYE HOOK, 1 12 TON

TO BE FIELD WELDED TO

(SAFE WORKING LOAD)

of Engineers fi

BOLT AFTER LATCHING

TO BE HOT-DIP GALVANIZED


US Army Corps

DATE

APPR.

HANDLE IS INSTALLED

34" O ANCHOR ROD,

D

HIGH STRENGTH, C.R.S.

34" ANCHOR ROD HIGH STRENGTH, C.R.S.

PLAN 438’’

3’’ O

134’’


NOTE: LATCHING DEVICE COMPONENTS SHOWN ARE FOR THE NEW ROLLER GATE, PROVIDE THE SAME LATCHING DEVICE COMPONENTS FOR THE NEW PEDESTRIAN GATE EXCEPT AS NOTED IN PARENTHESIS

1 C/L LATCH

1

8’’ ROLLER GATE

MARK

LATCHING EYE BOLT WITH EYE HOOK, SEE DETAIL

(10’’ PEDESTRIAN GATE)

APPR.


DESCRIPTION

34" O EYE BOLT,

A

11 1316"

2’-4" ROLLER GATE

DATE

(1’-2’’ PEDESTRIAN GATE) TURNBUCKLE 1

ELEVATION

23 58"

1 W24 X 55

LATCHING EYE BOLT W/ EYE HOOK

C

BEAM

SCALE: 3’’ = 1’ - 0’’

DESCRIPTION

11 1316"

2 HOLES IN BEAM FLANGEFIELD DRILL 38’’ TO 4’’

ACCOMMODATE BICYCLE LOCK

A

(GATE STORAGE POSITION ONLY)

5’’

112’’

112’’

1’’

112’’

MARK

TURNBUCKLE, C.R.S.

C/L LATCH BEAM WEB

A

SECTION

A SCALE:1/2"=1’

LATCHING DEVICE

1’

0

2’

4’

SCALE: 3’’ = 1’ - 0’’

AE-TYP54.DGN

A/E TYPICALS

FILE NAME:

ANSI D

12" = 1’

CONTRACT NO.:

FILE NUMBER:

SUBMITTED BY:

SIZE:

(1 OF 2)

1

LATCHING DETAILS

USACE - NEW ORLEANS

DETAIL

ROLLER GATES

58" DOUBLE END STUD

SEE DETAIL

~

34" X 2

WITH HEX NUT AND WASHER, C.R.S.

ELEVATION

CKD BY:

4’’


132’’ GAP

112’’

PLATE WASHER, SEE DETAIL


C/L LATCH



34" X 6" STANDARD

4’’

USACE - NEW ORLEANS

SCALE: 12 ’’ = 1’ - 0’’

B

DWN BY:

PLATE WASHER 34" X 1" HEX HEAD CAP SCREW, C.R.S.


DESIGNED BY:

SCALE: 3’’ = 1’ - 0’’


SOLICITATION NO.:

78" HOLE

PL 38, C.R.S.

MAY 2008

PLAN

DATE:

ADJUST BICYCLE LOCK (KEYED ALIKE), PROVIDE AT GATE STORAGE POSITION ONLY

114’’

212’’

LATCHING HANDLE, SEE DETAIL

114’’

SECTION AT C/L OF LATCHING DEVICE

(MIN.)

4’’

12’’

1’’

SCALE: 3"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

4

5


8’’


4’’

4’’

34" ANCHOR ROD,

6’’

6’’

134’’

DATE


APPR.

12’’

4’’

2’’

D TOP OF COLUMN, EL. 13.5

18" CHAMFER

DESCRIPTION

112’’

C/L LATCH

14’’

4’’

TOP OF BEAM WEB

6’’

C/L LATCH

MARK

2’’

312’’

1 1

2’’

312’’

5’’

PLAN

1 14" O.D. SLEEVE, C.R.S.

34" ROD, C.R.S.

APPR.

DRILLED AND TAPPED TO 2’’

FIT 34’’ LATCHING EYE BOLT THREADS

DATE

ELEVATION

LATCHING HANDLE

C/L LATCH

SCALE: 14 ’’ = 1’ - 0’’ DESCRIPTION

6’’

C

DETAIL

2 34" DOUBLE

258’’

END STUD, C.R.S.

SCALE: 3’’ = 1’ - 0’’

34" - 10 UNC-2A LEFT-HAND THREADS 38’’

114’’

1’’

MARK

TUCK WELD NUT TO WASHER

AE-TYP54.DGN

A/E TYPICALS

FILE NAME:

CONTRACT NO.:

MAY 2008


112"

1 1

2’’

312’’

312’’

11’’

C/L LATCH

6’’

TOP OF BEAM WEB

ANSI D

SCALE: 1’’ = 1’ - 0’’

B

SIZE:

DOUBLE END STUD

12" = 1’

DESIGNED BY:

4’’

PLATE WASHER, C.R.S.

FILE NUMBER:

WITH 2’’ O.D. STD.


TOP OF WALL, EL. 14.0

SUBMITTED BY:

34" HEX NUT, C.R.S.

USACE - NEW ORLEANS

TACK WELD STUD TO TURNBUCKLE

34" - 10 UNC-2A RIGHT-HAND THREADS

DATE:

134’’


34" ANCHOR ROD HIGH STRENGTH, C.R.S.

CKD BY:

4’’

DWN BY:

4’’


4’’

SOLICITATION NO.:

TURNBUCKLE

8’’

A

SCALE: 3"=1’

DETAIL

3

0

3"

6"

9"

~

(2 OF 2)

8’

LATCHING DETAILS

4’

6’’

ROLLER GATES

2’

0


USACE - NEW ORLEANS

SCALE:1/4"=1’

C/L LATCH


2’’

2’’

C/L LATCH

12"

SCALE: 3’’ = 1’ - 0’’

SCALE:1"=1" 0

1"

2"


X-00

1

2

3

4

5


112’’

BAR 1

12 X

1

12

APPR.


14

14

12’’

PL 38 X 3

(TYP)

P L 12

14’’

D

14’’

14

DATE

SKIN PL 516

DESCRIPTION

878"

14

W18X35

BAR 1 34 X 1 34 X 0’-4" L 38 X 5 X 0’-5"

SKIN PL 516

14

14

14 BAR 1 12 X 1 12

MARK

G

END PLATE 12 X 17 34

APPR.

A 1316" HOLE IN WEB 4’’

214’’

W18X35

14 DATE

FLNG. TO

PL 38 X 3

SKIN PL 14 118’’

(TYP)

118’’

PL 38 X 3


P L 38 X 5 X 0’-5"

316

BAR 12 X 38 X 0’-1"

12’’

SECTION

A

BAR 1 34 X 1 34 X 0’-4"

14’’

34’’

EACH FLANGE)

DESCRIPTION

14

(2 ON OUTSIDE OF

PL 38 X 3

BAR 1 34 X 1 34 X 0’-4"

C

NOTE: WELDS SHOWN ARE TYPICAL FOR SIMILAR JOINTS.

MARK

1"

W18X35 212’’

A/E TYPICALS 3" = 1’

MAY 2008

DATE:

34" ROD

PL 38 X 3

CONTRACT NO.:

1316" O / HOLE IN WEB END PLATE 12 X 17 34

FILE NUMBER:

P L 38 X 5 X 0’-5"


8’’

SOLICITATION NO.:

NOTCH TO WEB (BOTH FLANGES)

PL 38 X 3

(TYP) 118’’

A 6

FLNG TO P L 38 X 5 X 0’-5"

DETAIL

G

13 15

BAR 1 12 X 1 12

38’’ PLATE L 38 x 5 x 0’-5"

1"

PL 34 X 8

12’’

8’’

14’’

BAR 1 34 X 1 34 X 0’-4"

34’’

8’’

1316" HOLE IN WEB

14

A 14

5 DETAIL

13

B SECTION

FILE NAME:

AE-TYP55.DGN

SIZE:

ANSI D

~

PL 34 X 8

CKD BY:

W18X35

W18X35

USACE - NEW ORLEANS

NOTCH TO WEB (BOTH FLANGES)

SKIN PL 516

14

BAR 1 34 X 1 34 X 0’-4"

CORNER DETAILS

212’’

14’’

12’’

14

14

34" ROD

ROLLER GATES

34’’

FLNG. TO SKIN PL

~

(2 ON OUTSIDE OF EACH FLANGE)

P L 38 X 3

212’’

BAR 12 X 38 X 0’-1"

SUBMITTED BY:

2 12" R END PLATE 12 X 17 34


212’’

118’’


PIN, AND COTTER PIN (TYPICAL)


#2 12 CLEVIS W/7/8" B


PIN, AND COTTER PIN #2 12 CLEVIS W/7/8

PL 38 X 3


214’’

DESIGNED BY:

(TYPICAL)

2 12" R

DWN BY:

212’’ 11"


(TYP)

USACE - NEW ORLEANS

4’’

B

11’’

B

15 SCALE: 3"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

4

5

5’-0’’

3’-0’’ 2’-0" US Army Corps of Engineers fi

L 4 x 4 x 38


APPR.

12

9"

L8X4X

5’-0’’

5’-0’’

5’-0’’

5’-0’’

7’-0’’

5’-0’’

DATE

2’-0’’

L 4 X 4 X 38 X 32’-3" SEE DETAIL ON DWG. 46

C.J.

MARK APPR.

#6 SEE NOTE 2 1

1

2’-0’’

2’-0’’

24’-0"

3

3’-0’’

DATE


L 4 X 4 X 38 X 32’-0" SEE DETAIL ON DWG. X 3’-0’’

9"

#4 DOWELS, 12" LG

1’-3"

1’-3"

2’-0"

1’-9"

1’-9"

L 4 X 4 38

10"

4"

C.J.

2’-6"

SEAL PLATE

DESCRIPTION

X X

8’-0"

4’-0"

8’-0"

4" DEEP HINGE RECESS

2 SEE DETAIL 5’-0"

C.J.

5’-0"

2’-0"

D

3

1’-6"

1’-6"

5’-0"

HP 14 X 73

C

NOTES:

PLAN AT ELEVATION 12.0

1. BURN 2" HOLE IN SHEET PILING TO PASS REBARS.

24’-0’’

SECTION

A

2. SEE BONDING NOTE ON DWG. X REGARDING THE #6 BAR ON TOP OF THE STEEL SHEET PILING.

A SCALE: 12’’ = 1’- 0’’ MARK

STA. XXX C/L

STA. XXX C/L

Z-TYPE STEEL SHEET PILING SCALE: 12’’ = 1’- 0’’

DESCRIPTION

34’-0’’

GATE OPENING 12’-0"

C.J.

C.J.

10"

10"

9" TYP.

4" STAB. SLAB

NOTE:

AE-TYP60.DGN

A/E TYPICALS

FILE NAME:

ANSI D

= 1’

SIZE:

38"

CONTRACT NO.:


SUBMITTED BY:


C.J.

C.J.

MAY 2008


4"

4"

VERTICAL PILE

CKD BY:

DATE:

B

SEE ANGLE DETAIL ON DWG. XX

DESIGNED BY:

L 4 X 4 X 38 X 32’-0"

B B

BATTER PILE ALL PILES 3V ON 1H

USACE - NEW ORLEANS

C L SWING GATE

PILE LEGEND

SOLICITATION NO.:

2’-0’’

DWN BY:

12’-0"


2’-0’’

#4 DOWELS NOT SHOWN FOR CLARITY.

SEAL PLATE

~

MASONRY

L 8 X 4 X 12

A

SWING GATES

X X

~

HINGE RECESS, SEE DWG. XX FOR DETAILS

1 SEE DETAIL

USACE - NEW ORLEANS

SCALE: 12’’ = 1’- 0’’


A HURRICANE DESIGN GUIDELINES

PROTECTED SIDE ELEVATION

L 4 X 4 X 38

SCALE:3/8"=1’ 0

1’

3’

6’

SHEET

SECTION

B

SCALE: 12’’ = 1’- 0’’

IDENTIFICATION

X-00

1

2

3

4

5


DATE

APPR.


C L HINGE

D 1’-1’’

1’-8"

24’-0" GATE OPENING

A 1 X X

STANDARD TURNBUCKLES (GALVANIZED)

SEE DETAIL

DESCRIPTION

SEE DETAIL

W18X35

6 X X CENTER OF WEB

W18X35

B

B

P L 38X4 (TYP)

P L 38X6

6’-8’’

P L 38X4 P L 38X3


DATE

P L 38X3

APPR.

C L UPPER HINGE

MARK

SKIN PLATE 516

TOP OF GATE

END PLATE 12 X 17 78 P L 3/8

P L 38X6 (TYP)

LOWER HINGE

DESCRIPTION

718’’

34" RODS

C

TOP OF SILL

W18X35

TOP OF SILL

TOP OF SILL

FOR SEAL DETAILS, SEE DWG. XX

A

SECTION

A

26’-1’’


MAY 2008

DATE:

NTS

SKIN PLATE 5/16

W18 X 35

SEE DETAIL

4 X X

BAR 1 12 X 1 1/2

SUBMITTED BY:

CKD BY: DWN BY:


DRILL 1" DRAIN HOLES IN TOP AND BOTTOM MEMBERS

P L 38 X 6 (TYP)

USACE - NEW ORLEANS


B


DESIGNED BY:

SCALE: 34’’ = 1’- 0’’

A/E TYPICALS

5 X X

AE-TYP61.DGN

SEE DETAIL

11"

FILE NAME:

3’-1’’

= 1’

6 SPACES AT 3’-2" = 19’-0"

ANSI D

X X

SIZE:

3’-1’’

W18X35

3

12"

SEE DETAIL

CONTRACT NO.:

X X

4 X X

FILE NUMBER:

5"

MARK

SEE DETAIL 8"


2

SOLICITATION NO.:

SEE DETAIL


C L W18X35

HOLE 1316"

A

~

SWING GATE ELEVATION

B

SCALE: 34’’ = 1’- 0’’

SWING GATES

SECTION

~

BAR 1 34 X 1 34 X 0’-4"



P L 38 X 4 (TYP)

P L 38 x 3 USACE - NEW ORLEANS

6’’

FOR LATCHING DEVICE

6’’ (TYP)


6’’ (TYP)

P L 38

SCALE:1/2"=1’ 0

1’

2’

4’


X-00

1

2

3

4

5

SCHEDULE US Army Corps

C/L HINGE


GATE

1’-1’’

GATE OPENING

of Engineers fi

DIMENSIONS ’’B’’

’’A’’ 12" X 6" ANCHORS,

L8 X 4 X 12

12’’ O.C., STAGGERED

L4 X 4 X 38

DATE

D

APPR.

12" X 6" ANCHORS, 12’’ O.C., STAGGERED

SIDE SEAL

SIDE SEAL L5 X 5 X 12

MARK

OF SEAL FOR

516’’

1’’

1’’

APPR.

2

C/L HINGE

SEE DETAIL

18" COMPRESSION, SEE FORMULA

’’A’’

D/2

FREE END

916’’ HOLES, FOR 12’’ BOLTS

516" R

D

W

SET BULB PORTION

C.R.S.

DESCRIPTION

BAR 1 12 X 1 12 CONT

W

1

DATE

D/2

2’’

SEE DETAIL

HINGE END

SEAL RETAINING BAR

FORMULA:

SCALE: 1’’ = 1’ - 0’’ DESCRIPTION

ADD C

158’’ (SEAL SET FOR 18’’ COMPRESSION)

HINGE

SKIN PL THICKNESS D/2 (HALF OF BEAM DEPTH)

TYPICAL SECTION THRU SWING GATE

-------------------------------------= DIMENSION ’’A’’

112’’

5’’

12’’

SEAL RETAINING BAR 2 X 516, C.R.S., SEE DETAIL

516" R BAR 1 12 X 1 12 CONT 1’’

4’’ 13

1’’

516" R


SIDE SEAL

AE-TYP62.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

SUBMITTED BY:

CKD BY:


1 12’’


SIDE SEAL 34’’

2 34’’

DWN BY:

DESIGNED BY:

B


FACE OF COLUMN

USACE - NEW ORLEANS

L4 X 4 X 38

12" = 1’

CONTRACT NO.:

DATE:

FOR 18’’ COMPRESSION.

FILE NUMBER:

L8 X 4 X 12

SET BULB PORTION OF SEAL


FACE OF COLUMN

MAY 2008



12" X 6" ANCHORS,

NOTE: 12" X 6" ANCHORS,

SOLICITATION NO.:

MARK

SCALE: 3’’ = 1’ - 0’’

112’’

FLANGES AND SKIN PL A

FLANGE W

END PL 534’’

6 34’’

2 34’’

12" BOLTS W/ WASHERS,

SCALE: 3"=1’

(1 OF 2)

SLOTTED HOLES IN BEAM FLANGES AND SKIN PL

SEAL DETAILS

FLANGE W

SLOTTED HOLES IN BEAM

SWING GATES

916" X 1 12" VERTICAL


~

END PL


516

USACE - NEW ORLEANS

SKIN PL


916’’

916’’

SKIN PL 13 4’ ’

12’’ O.C., C.R.S. 0

DETAIL DETAIL

1

2

3"

6"

9"

12"

12" BOLTS W/ WASHERS, 12’’ O.C., C.R.S.

SCALE: 1’’ = 1’ - 0’’ SHEET

SCALE:1"=1"

SCALE: 1’’ = 1’ - 0’’ 0

1"

IDENTIFICATION 2"

X-00

1

2

3

4

5

12" O BOLTS W/ WASHERS,

SKIN PL

US Army Corps

SEAL RETAINING BAR 2 X 516, C.R.S.

of Engineers fi

12’’ O.C., C.R.S.

APPR.



D 18

B

SKIN PL

DATE

USUAL GAGE/2

SIDE SEAL

12’’ O.C., C.R.S.

SKIN PL

END PL

12" O BOLTS W/ WASHERS, 12’’

2’’

12’’ O.C., C.R.S.

COPE END OF ANGLE, SEE DETAIL

L5 X 5 X 12

’’B’’

12" O X 2 14" BOLTS,

134’’

NOTE: SEAL SET FOR 18’’ DEFLECTION.

DESCRIPTION

W

1’’

12’’ O.C., C.R.S.

A

A MARK

318’’

916" X 1 12" SLOTTED HOLES

APPR.

BOTTOM SEAL

DATE

L5 X 5 X 12 BAR 1 12 X 1 12 CONT

516" R

1’

’O

SET SEAL FOR

C

18" DEFLECTION

’’ O 134

1 12’’


END ELEVATION - PROTECTED SIDE

SEAL RETAINING BAR 134’’

B

12" O X 2 14" BOLTS, 12" O.C., C.R.S.

DESCRIPTION

916’’

( FREE END ONLY ) BOTTOM SEAL

SCALE: 3’’ = 1’ - 0’’

2 X 516, C.R.S.,

112’’

MARK

SEE DETAIL 5’’

112’’ 916" O HOLE FULL MOLDED VERTICAL OUTSIDE BULB CORNER L5 X 5 X 12

NOTES: 1. FOR GENERAL NOTES, SEE DWG. X. 2. ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL PRESS TYPE MOLDS UNDER PRESSURE AD HEAT. 3. ALL SPLICE JOINTS MUST DEVELOP STRENGTH OF AT LEAST 50% OF THE MINIMUM TENSILE STRENGTH REQUIRED OF THE RUBBER.

SCALE: 3"=1’ 0

1’’ CORNER DETAIL, TYPICAL BOTH SIDES

END OF L5 X 5 X 1 / 2

TYPICAL GATE SEAL NTS

SCALE: 3’’ = 1’ - 0’’

3"

6"

9"

AE-TYP62.DGN

A/E TYPICALS

FILE NAME:

ANSI D

12" = 1’

CONTRACT NO.:


SUBMITTED BY:

SIZE:

(2 OF 2)

14’’

A

OPTIONAL SPLICE

18

.

X

RO

PP

APPROX.

318’’

5’

’

A

SEAL DETAILS

1’

PL 12 X 2 X 0’-5"

A

SECTION


4’’

SWING GATES

SLOTTED HOLE

2’’

~

916" X 1 12"

BAR 1 12 X 1 12 CONT ( FREE END ONLY )

12" O BOLTS W/ WASHERS, 12" O.C., C.R.S.

USACE - NEW ORLEANS

314’’

SKIN PL FACTORY VULCANIZED MITER SPLICE JOINT


FACTORY VULCANIZED SPLICE


DESIGNED BY:


B

MAY 2008

DATE:


BOTTOM SEAL

CKD BY:

12" O X 2 14" BOLTS, 12" O.C., C.R.S.

USACE - NEW ORLEANS

SCALE: 1’’ = 1’ - 0’’

DWN BY:

B


SECTION


W

SOLICITATION NO.:

314’’

314’’

12"

4. SEAL CLAMP ANGLES SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY. 5 AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAPS IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH A SILICONE RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

SCALE:1"=1" 0

1"

SHEET 2"

IDENTIFICATION

X-00

1

2

3

4

5


APPR.


DATE

12 17 D

DESCRIPTION

1

DATE

APPR.

MARK

6

2

18

2

3

DESCRIPTION

8 C

7 10

STANDARD UPPER HINGE MARK

SCALE: 3’’ = 1’ - 0’’

3

10

1

FED. SPEC. FF-S-200A(2)

CLASS 3A, FLAT POINT

C.R.S., ALLOY 304

1’’ X 3’’ LONG HEX BOLT WITH NUT AND FLAT

ASTM F593, GROUP 2,

WASHER 1116’’ I.D. X 212’’O.D. X 532’’ THK.

ALLOY 316, CONDITION CW

NUT, HEAVY HEX 1 12’’-6 UNC-2B, W/ FLAT

ASTM F594, GROUP 2,

WASHER 158’’ I.D. X 312’’O.D. X 316’’ THK. 4

2

5

1

6

2

-PARTS DETAILED-

SET SCREW - HEX SOCKET, 1’’ O X 2 12’’ LONG,

GREASE SEAL, GARLOCK KLOZURE NO. 63 - 2176 OR EQUAL GREASE SEAL, GARLOCK KLOZURE NO. 53 - 2753 OR EQUAL

ALLOY 316, CONDITION CW COMMERCIAL GRADE

10

4

11

1

SAME AS MARK NO. 2

DBL. NUT AND FLAT WASHERS BUSHING, 4’’ O.D. X 3’’ I.D. X 6’’ LONG

B-22, NO.937 A-276, TYPE 431

12

1

UPPER HINGE SHAFT, 2.99’’ O.D. X 11 12’’ LONG

13

1

THRUST WASHER, 5716’’ WITH

14

1

BUSHING, 512’’ O.D. X 412’’ I.D. X 6’’ LONG

B-22, NO.937

15

1

BASE PLATE 1 14’’ X 1412 X 1’-212’’

STEEL A-36

BEARING

COMMERCIAL GRADE 16

GREASE FITTING, 18’’ N.P.T. TYPE

114’’ X 2’-0’’ LONG HEX BOLT WITH

12’’ HOLE

PLATE 1 14 X 12’’

A-276, TYPE 304

1

COMMERCIAL GRADE

PEDESTAL

SHAFT 412’’ X 10 12’’ LONG

A 276, TYPE 431

MECHANICAL TUBING, 514’’ O.D. X A

7

1

4’’ I.D. X 7" LONG MACHINED FOR CLASS

A-513, TYPE 6

17

AS REQ’D

OF MK-11 BUSHING

18

4

1’’ X 12’’ LONG HEX BOLT WITH NUT & WASHER

SAME AS MARK NO. 2

MECHANICAL TUBING, 634’’ O.D. X

19

2

PLATE 38 X 3 X 0’-9’’

STEEL A-36

20

4

PLATE 38 X 4 X 0’-4’’

STEEL A-36

SHIM PLATE 18 X 5 X 0’-12’’

STEEL A-36

6 FIT BETWEEN I.D. OF TUBING AND O.D.

8

1

512’’ I.D. X 712’’ LONG MACHINED FOR

A-513, TYPE 6

CLASS 6 FIT BETWEEN I.D. OF TUBING AND O.D. OF MK-14 BUSHING SAME AS MARK NO. 2

6 WASHER 1116’’ I.D. X 212’’ O.D. X 532’’ THK.

AE-TYP63.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

3" = 1’

SUBMITTED BY:

SCALE: 3"=1’

NOTE: QUANTITIES SHOWN ARE FOR ONE COMPLETE SWING GATE.

1’’ X 4’’ LONG HEX BOLT WITH NUT AND FLAT 9

CKD BY:

B-22, NO.937

~

2

4

STANDARD HINGES (ISOMETRIC)

1

MATERIAL


DESCRIPTION

~

QUANTITY


MARK NO.

DWN BY:

DESIGNED BY:

MATERIAL

USACE - NEW ORLEANS

DESCRIPTION PARTS NOT DETAILED


QUANTITY


B


FOR SWING GATE HINGE DETAILS, SEE DWGS. SCALE: 3’’ = 1’ - 0’’

USACE - NEW ORLEANS

FOR SWING GATE DETAILS, SEE DWGS.

STANDARD LOWER HINGE

MARK NO.

CONTRACT NO.:

FOR SWING GATE MONOLITH DETAILS, SEE DWG.

FILE NUMBER:

DATE:

FOR PLAN AND PROFILE, SEE DWGS.

MAY 2008

FOR GENERAL NOTES, SEE DWG. 2

15


REFERENCE DRAWINGS

SWING GATES

16

SOLICITATION NO.:

9

0

3"

6"

9"

12"


X-00

1

2

3

4

SHIMS MK

214’’ L 4 X 4 X 38

5

17

2 SHOWN IN PLACE


12’’

234’’

234’’

212’’

318’’


34’’ 14’’

212’’

PL 34

34’’

6

17

1’-1’’

134’’

SHIMS MK

BAR 1 X 34

18

2 SHOWN IN PLACE

18

338’’

12

D

2’’

2

END PL

SKIN PL

DATE

PROJ.

4

7

PL 34

BAR 2 X 34

34’’

3’’

114’’

112’’

APPR.

112’’

PL 34

316

DESCRIPTION

1’ - 412’’

516 MARK

PL 34 X 4

’R 8’ 31

34’’

516

PL 34 X 4

PL 34

318’’

734’’

A

1

338’’

1212’’

3’’

19 C L W EXTENDED

PL 34 C/L HINGE

A

3’’

912’’

19

PL34

PL 34

19

4

PL 34

BAR 1 X 34

1

3 18 34’’

1’’

PL 34 X 4

1 116" X 2 12" SLOTTED HOLE (TYPICAL)

DESCRIPTION

’’A’’

8’’

DATE

2’’

18 516

14’’

PL 34

516 C/L HINGE

134’’

516

APPR.

11

C

PLAN

SECTION

DIMENSION ’’A’’ : SEE SWING GATE SEAL DETAILS DWGS. AETYP03.DGN AND AETYP03R.DGN.

SECTION

C

A

MARK

UPPER HINGE

134’’

3’’

2 SKIN PL

214’’

2’’

318’’

SCALE: 3"=1’

B

C

0

SECTION ELEVATION

3"

6"

9"

AE-TYP64.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

3" = 1’

CONTRACT NO.:

FILE NUMBER:

SUBMITTED BY:

CKD BY:


(1 OF 2)

HINGE SECTIONS

PL 34

’’A’’

SWING GATES

8’’ A

~

USACE - NEW ORLEANS

2’’

PL 34


2’’

34’’

516

214’’

38’’

214’’

516

FOR MISCELLANEOUS DETAILS, SEE DWG. XX

2’’

712’’

12’’

318’’

34’’

FOR SWING GATE SEAL DETAILS, SEE DWG. XX

614’’

334’’

C L W EXTENDED

FOR SWING GATE MONOLITH DETAILS, SEE DWG. XX

PL 34

1’-412’’

7’’

334’’

PL 34 X 4

PL 34

FOR GENERAL NOTES, SEE DWG. XX FOR PLAN AND PROFILE, SEE DWGS. XX

614’’

7

END PL

712’’

3’’

2’’

12

38’’

214’’

516

REFERENCE DRAWINGS 134’’


END PL

6

USACE - NEW ORLEANS

HOLE (TYPICAL)


B

B

912’’

DWN BY:

1 116" X 2" SLOTTED

C


DESIGNED BY:

DENOTES MARK NUMBERS, SEE PLATE


10

DATE:

NOTE:

MAY 2008

NOTE: WELDS SHOWN ARE TYPICAL FOR SIMILAR JOINTS WHERE NOT SHOWN.

SOLICITATION NO.:

SCALE: 3’’ = 1’-0’’

12"

B SHEET IDENTIFICATION

X-00

1

2 C/L HINGE

3

4

5

DIMENSION "A" SEE SWING GATE SEAL DETAILS DWGS. AETYP03.DGN AND AETYPO3R.DGN

’’A’’

US Army Corps

L 4 X 4 X 38 11’’


VARIES, BASED ON DIMENSION ’’A’’ NOTE: L 4 x 4 x 38

512’’

16

DENOTES MARK NUMBERS, SEE PLATE XX

DATE

10

APPR.

512’’

SKIN PL SKIN PL

9 134’’ 134’’

REFERENCE DRAWINGS

R

FOR GENERAL NOTES, SEE DWG. XX

78 ’’

9’’

DESCRIPTION

4’’

D

3

FOR PLAN AND PROFILE, SEE DWGS. XX PL 34

10

FOR SWING GATE MONOLITH DETAILS, SEE DWG. XX

8

MARK

FOR MISCELLANEOUS DETAILS, SEE DWG. XX

APPR.

C/L HINGE AND W24X55

1’-414’’

516

11’’

2’-0’’

FOR SWING GATE SEAL DETAILS, SEE DWG. XX

14 PL 34

LIMIT OF HINGE RECESS

BASE PLATE, MK

DESCRIPTION

134’’

11’’

C

DATE

16

MARK BEARING PEDESTAL

FACE OF COLUMN

15

2’-0’’

SECTION

E MARK

N.T.S.

PLAN 912’’

13

4’’

C.J.

1’-8’’

2’-0’’ N.T.S.

AE-TYP64.DGN

A/E TYPICALS

FILE NAME:

ANSI D

3" = 1’


SIZE:

(2 OF 2)

HINGE SECTIONS

4’’

15

5

TO BE

SET AND GROUTED IN BEFORE GATE INSTALLATION)

USACE - NEW ORLEANS

A

15

PROJ.

6’’

(BASE PLATE MK

10 9

15

SWING GATES

312’’

9

EL. 9.0

4’’ NON-SHRINK GROUT

CKD BY:

SEAL PLATE

16

312’’

PL 34

2

~

16

2’’

8

E 2’’

2’’

8

712’’

4’’

516


2’’

14


7’’ 1’-3’’

1’-3’’

1’’

PL 34

14

USACE - NEW ORLEANS


534’’

DRILL AND TAP TO SUIT)

SKIN PL

PL 34

34’’

7’’

516

LIMIT OF HINGE RECESS

DESIGNED BY:

2’’

2’’

PL 34

DWN BY:

6

( 18’’ N.P.T. TYPE,


GREASE FITTING

B

MAY 2008

DATE:

D 2

1’’

FILE NUMBER:

114’’


END PL


34’’

112’’112’’

SOLICITATION NO.:

34’’ 114’’ ’’A’’

8’’

SCALE: 3"=1’

D

SECTION ELEVATION

D

0

3"

6"

9"

12"

SHEET

LOWER HINGE

IDENTIFICATION

SCALE: 3’’ = 1’-0’’

X-00

1

2

3

4

5

512’’ (CLASS 6 FIT)

FLAT WASHER

SEE MK

138’’ I.D. X 3’’ O.D. X 532’’ THK.


8


APPR.

C.R.S. 18" R GREASE GROOVE,

DATE

6’’ MIN.

D

THREAD LENGTH

6 EQUALLY SPACED

3

6

18" R GREASE GROVE, 4" (CLASS 6 FIT)

DRILL AND TAP FOR 18’’ GREASE FITTING

316’’

3.0012’’

6 EQUALLY SPACED

7

3.000’’

DESCRIPTION

SEE MK

63

MARK

2.9981’’ 2.9969’’

APPR.

4.504’’ 4.500’’

DATE

6’’

3’’

2’-0’’

1 14" O BOLT, C.R.S.

116" CHAMFER

316

DESCRIPTION

DRILL 316"

434’’

20

DRILL 58"

6’’

MK

316’’

C

BREAK CORNERS

MK-10 BUSHING

MARK

316’’

811 16’’

MK-11 ANCHOR BOLT SCALE: 3’’ = 1’-0’’ SCALE: 6’’ = 1’-0’’


C.R.S.

3’’

MK-12 UPPER HINGE SHAFT DRILL 1 516" HOLES FOR MK

1" BOLT, C.R.S. 12’’

112’’

DRILL 2 - 1 116" HOLES FOR MK

18

10

SCALE: 6’’ = 1’-0’’

BOLTS

AE-TYP65.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

3" = 1’

CONTRACT NO.:

FILE NUMBER:

SOLICITATION NO.:


1116’’ I.D. X 212’’ O.D. X 532’’ THK.,

SUBMITTED BY:

FLAT WASHER

B


3

MAY 2008

DATE:

1 12" - 6 UNC-2A FOR MK

DESIGNED BY:

SCALE: 6’’ = 1’-0’’

MIN.

214’’

14" R

CKD BY:

BUSHING

USACE - NEW ORLEANS

MK-14

DWN BY:

HIGH-STRENGTH C.R.S.


11 12’’

63

BOLTS

REFERENCE DRAWINGS

PL 38

FOR SWING GATE DETAILS, SEE DWGS. XX

134’’ 4"

FOR MARK NUMBERS, SEE DWG. XX

9’’

A

MK-18

MK-19

MK-20

ANCHOR BOLT

PLATE

PLATE

SCALE: 3"=1’

SCALE: 3’’ = 1’-0’’

SCALE: 3’’ = 1’-0’’

0

3"

6"

9"

(1 OF 2)

512’’

HINGE DETAILS

134’’

SWING GATES

19

~

MK


FOR PLAN AND PROFILE, SEE DWGS. XX FOR SWING GATE MONOLITH DETAILS, SEE DWGS XX

USACE - NEW ORLEANS


316


3’’

4"

PL 38

12"

SCALE: 3’’ = 1’-0’’

SCALE: 6"=1’ 0

3"

6"

SHEET 9"

12"

IDENTIFICATION

X-00

2

3

4

5

316’’

1

1’-212’’


714’’

APPR.

714’’ DRILL 6 - 1 116" HOLES

9

BOLTS DATE

FOR MK

12’’ TYP

D

316

714’’

314’’

512’’

314’’

916" R

18" R GREASE GROOVE, PL 18

5’’

9

60

APPR. DATE

MK-17

63

18’’

12’’

MARK

5 716’’ O 714’’

TYP

134’’

1’-212’’

MK

41 2’ ’R

2’’

DESCRIPTION

6 EQUALLY SPACED

SHIM

114’’ DRILL 4 - 1 516" HOLES 134’’

FOR MK

10

SCALE: 3’’ = 1’-0’’ BOLTS

116" CHAMFER

12’’

C

DESCRIPTION

TYP

MK-13

MK-15

THRUST WASHER

BASE PLATE

SCALE: 6’’ = 1’-0’’

MARK

SCALE: 3’’ = 1’-0’’


FOR PLAN AND PROFILE, SEE DWGS. XX FOR SWING GATE MONOLITH DETAILS, SEE DWG XX FOR SWING GATE DETAILS, SEE DWGS. XXX FOR MARK NUMBERS, SEE DWG. XXX

12’’ O

4.4950’’ 1 16" CHAMFER

63

4.4910’’

AE-TYP65.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

3" = 1’

CONTRACT NO.:


SUBMITTED BY:



B

MAY 2008

DATE: DESIGNED BY:

41 2’ ’R

REFERENCE DRAWINGS

CKD BY:

6’’R

USACE - NEW ORLEANS

60

DWN BY:

BOLTS


9

SOLICITATION NO.:

DRILL 6 - 116" HOLES FOR MK

914’’

63

12

MK-16

SCALE: 3"=1’ 0

BEARING PEDESTAL

3"

6"

9"

(2 OF 2)

HINGE DETAILS

SWING GATES

~


114’’

A

USACE - NEW ORLEANS

C.R.S.

14


HIGH-STRENGTH C.R.S.

12"

SCALE: 3’’ = 1’-0’’

SCALE: 6"=1’ 0

3"

6"

SHEET 9"

12"

IDENTIFICATION

X-00

1

2

3

4

5


5’-0" (OPENING)

1’-5"

1’-5" C/L W 4 X 13

BAR 1 12 X 1 12 X 0’ - 1 12"

834" 12" X 6" ANCHORS,

12" X 6" ANCHORS, 12’’ O.C. STAGGERED, SPACED TO MISS LATCHING SLOTS

L 6 X 4 X 12

FACE OF COLUMN

12’’ O.C. STAGGERED (TYP)

C 12 X 25 412’’

C/L Z-WEB SHEET PILE

L 6 X 4 X 12

D

2"

412’’ NOTCH OUT SECTION OF CHANNEL AND ANGLE FOR LATCHING SLOT

BAR 1 12 X 1 12 X 0’ - 1 12"

9"

212’’ 12 X 6" ANCHORS,

EL. 6.5

12" O.C. STAGGERED, SPACE TO MISS LATCHING SLOTS

FOR DETAILS, SEE DWG. X SEAL PLATE, SEE DETAIL C 12 X 25

PL 38" C.R.S.

NOTE:



GATE NOT SHOWN FOR CLARITY 5"

5"

7’-0"

12" X 6" ANCHORS, 12’’ O.C. STAGGERED

7’-10"

TYPICAL DETAIL AT LATCHING SLOTS SCALE: 12’’ = 1’- 0’’

PLAN SCALE: 12’’ = 1’- 0’’

SEAL PLATE DETAIL SCALE: 3’’ = 1’ - 0’’

C

7’-10’’ 1’-5’’

5’-0’’ GATE OPENING

1’-014’’

DETAIL

7

DETAIL

1

534’’

1’-5’’ 3’’ C/L W 4 X 13

X X

X X

1’-412"

A

BAR 1 12 X 1 12 X 0’ - 1 12" (TYP)

C 7 x 12.25

SKIN PL 516

TOP OF WALL

C/L HINGE

DETAIL

3 X X

L5X3

12 X 12

C/L LATCHING SLOT

NOTES:

W 4 X 13 SKIN PLATE 516

B

1. FOR GENERAL NOTES SEE DWG. X AND X. L6X4X

2. FOR GATE MONOLITH REINFORCING SEE DWG. X.

12

C/L HINGE

3. FOR SEAL DETAILS, SEE DWG. X. 4. CONTRACTOR MAY PROPOSE USE OF A MANUFACTURED

PL 38 (TYP)

DETAIL

2

GATE. GATE TYPE SUBJECT TO APPROVAL BY CONTRACTING OFFICER.

4"

X X

C/L LATCHING SLOT

DETAIL

6

C 12 X 25

X X TOP OF CHANNEL C/L HINGE, TOP OF C7x12.25

2’-2"

DETAIL

5

2’-2"

BOTTOM SEAL LAYOUT, SEE DWG. X FOR DETAILS

2’-2"

6’-6"

X X

DETAIL

12" X 6" ANCHORS

4

12’’ O.C. STAGGERED

X X

PILES NOT SHOWN FOR CLARITY C/L SHEET PILE

A

A

SCALE:1/2"=1’ 1’

0

2’

4’

FLOOD SIDE ELEVATION SCALE: 12’’ = 1’- 0’’

SECTION A SCALE: 3"=1’

SCALE: 12’’ = 1’- 0’’ 0

3"

6"

9"

12"


X-00

2

3

4

5

C.R.S.

916’’ HOLES,

SEE DETAIL

1

SKIN PL

SKIN PL

214’’

WASHERS, LOCK WASHERS AND HEX NUTS, 6’’ O.C. STAGGERED, C.R.S.

STIFFENER PL 516 (2 PER HINGE) 1’’

234’’

W 4 X 13

1’’

2’’

C/L HINGE

214’’

4’’


516" R

41932’’

L4 X 3 12 X 12

of Engineers fi

12" X 12" ANCHOR BOLTS,

C/L W4X13

L6 X 4 X 12

D

114’’

114’’ 3’’

C 12 X 25

US Army Corps

APPR.


2

FOR 12’’ BOLTS

DATE

SEE DETAILS

318’’

516’’

834’’

APPROX.

814’’

C/L HINGE

PEDESTRIAN GATE OPENING 112’’

DESCRIPTION

1

SEAL RETAINING BAR

12" BOLTS W/ WASHERS AND LOCK WASHERS, 12’’ O.C., C.R.S.

SCALE: 1’’ = 1’ - 0’’

C 7 X 12.25 12 X 2" FLAT COUNTERSUNK HEAD BOLTS

MARK

W/ WASHERS AND LOCK WASHERS, C.R.S. (3 PER HINGE LEAF)

APPR.

C 7 X 12.25 L 5 X 3 12 X 12

916" X 1 14" HORIZONTAL SLOTTED HOLES

DATE

STIFFENER PL 516 (2 PER HINGE)

SECTION THRU PEDESTRIAN GATE SCALE: 3’’ = 1’ - 0’’

GATE HINGE:

FOR GENERAL NOTES, SEE DWG. X.

PRISON TYPE, FULL MORTISE, SWAGED STEEL WITH STEEL PIN, ITEM NO. BB852 AS MFD. BY STANLEY OR EQUAL (3 EACH)

ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL PRESS TYPE MOLDS UNDER PRESSURE AND HEAT. DESCRIPTION

NOTES: HSS 3 X 2 X 14

ALL SPLICE JOINTS MUST DEVELOP STRENGTH OF AT LEAST 50% OF THE MINIMUM TENSILE STRENGTH REQUIRED OF THE RUBBER.

C

SEAL CLAMP ANGLES SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY.

SKIN PL


MARK

AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAP IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH A SILICONE RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

12" X 6" ANCHORS,

1’’

916’’

SKIN PL

BOTTOM SEAL 916" X 1 14" VERTICAL

L 4 X 3 12 X 12

916’’

SLOTTED HOLES

’’ 134

(4’’ LEG VERTICAL)

AE-TYP71.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

SUBMITTED BY:

CKD BY:

USACE - NEW ORLEANS

DWN BY:

DESIGNED BY:

12" 2 14" BOLTS 12’’ O.C., C.R.S.

O


134 ’’ O

2 18"

516" R

3 38"



B


18

12" = 1’

CONTRACT NO.:

W/ WASHERS 3’’

FILE NUMBER:

DATE:

12" O BOLTS

MAY 2008

SIDE SEAL


C 7 X 12.25

FACE OF COLUMN

SOLICITATION NO.:

L 6 X 4 X 12

’

12’’ O.C., C.R.S.

SEAL RETAINING BAR 2 X 516, C.R.S., SEE DETAIL NOTE:

DETAIL A SCALE: 1’’ = 1’ - 0’’

1

114’’

114’’

3’’ SEAL SET FOR 18" DEFLECTION 5 12’’

SEAL DETAILS

1’

516" R

234’’

PEDESTRIAN GATES

214’’

~

2’’

USACE - NEW ORLEANS

12 BOLTS W/ WASHERS,


C 7 X 12.25


SLOTTED HOLES

PROTECTED SIDE OPTION (1 OF 2)


SCALE: 3"=1’

SECTION

B

0

3"

6"

9"

12"

SCALE: 1’’ = 1’ - 0’’

SHEET

SCALE:1"=1" 0

1"

IDENTIFICATION 2"

X-00

1

2

3

4

5

412’’ LATCHING SLOT US Army Corps of Engineers fi NEW ORLEANS DISTRICT

258’’ FACTORY VULCANIZED SPLICE

LATCHING EYE BOLT

FULL MOLDED VERTICAL OUTSIDE BULB CORNER

APPR.

178’’

DATE

12" 6" ANCHORS, FACTORY VULCANIZED MITER SPLICE JOINT


D

C 12 X 25

FACE OF COLUMN

DESCRIPTION


558’’

34 ’’

.

X

RO

PP

A

MARK

14’’

SIDE SEAL

5’

APPROX.

814’’

112’’


1’’

’’ O 134

O

APPR.

OPTIONAL SPLICE

516" R CORNER DETAIL, TYPICAL BOTH SIDES

DATE

LATCHING PLATE

PEDESTRIAN GATE SEAL NTS

916’’

SKIN PL

516

14" BOLTS 12" O.C., C.R.S. DESCRIPTION

12" X 2 C BOTTOM SEAL



SLOTTED HOLES

C 7 X 12.25

MARK

C 7 X 12.25 214’’

4’’

138’’

2’’


B

1’’ 916" HOLE, 12’’ O.C. NOTES:

218’’

4’’

BAR 1 12 X 1 12 CONTINUOUS A

1’’

BOTTOM SEAL

( FREE END ONLY ) 18

12" O X 2 14" BOLTS, 12" O.C., C.R.S.

B

14

1’’

AE-TYP71.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12" = 1’


SEAL DETAILS

AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAP IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH A SILICONE RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

PEDESTRIAN GATES

3’’

SEAL CLAMP ANGLES SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY.

PL 12 X 2 X 0’-4"

1’’

A

234’’

~

238’’ O’-11 12’’ O.C.


916" X 1 14"

A

CONTRACT NO.:

ALL SPLICE JOINTS MUST DEVELOP STRENGTH OF AT LEAST 50% OF THE MINIMUM TENSILE STRENGTH REQUIRED OF THE RUBBER.

C 7 X 12.25

SLOTTED HOLE,

ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL PRESS TYPE MOLDS UNDER PRESSURE AND HEAT.



212’’

L 4 X 3 12 X 12


312’’

12’’ SKIN PL

238’’

0’-11 12’’ O.C., C.R.S.

SIDE SEAL


USACE - NEW ORLEANS

SKIN PL

FILE NUMBER:

A

SCALE: 3’’ = 1’ - 0’’


DESIGNED BY:

SECTION B

MAY 2008

DATE:

BAR 1 12 X 1 12 CONTINUOUS ( FREE END ONLY )

SUBMITTED BY:

12" BOLTS W/ WASHERS


12" O BOLTS W/ WASHERS, 12’’ O.C., C.R.S.

CKD BY:

SKIN PL SEAL RETAINING BAR 2 X 516, C.R.S.

USACE - NEW ORLEANS

L 4 X 3 12 X 12

12’’ O.C., C.R.S.

DWN BY:



2


DETAIL SCALE: 12’’ = 1’ - 0’’

SOLICITATION NO.:

C/L LATCHING PLATE

SCALE: 3"=1’

END ELEVATION - PROTECTED SIDE SCALE: 3’’ = 1’ - 0’’

END OF L 4 X 312 X 12

0

3"

6"

9"

12"

SHEET

SCALE: 3’’ = 1’ - 0’’

SCALE:1"=1" 0

1"

IDENTIFICATION 2"

X-00

1

2

3

4

5

L 5 X 3 12 X 12 C 7 X 12.25 C 7 X 12.25


14

C 7 X 12.25


APPR.

1’’ TYP

SKIN PL 516 D

DATE

W 4 X 13

PL 38

1

SKIN PL 516

DESCRIPTION

3’’

TYP

3’’

14

TYP

C/L HINGE 5’’

134’’ 134’’

14 14

TYP TYP

1

PL 38 MARK

PL 38

SEE VERTICAL SEAL DETAILS ON DWG. X C

APPR. DATE

X

W 4 X 13

C 7 X 12.25 SKIN PL 516

DESCRIPTION

X

C/L W4X13

DETAIL


1

C/L 12" X 2" FLAT COUNTERSUNK HEAD BOLTS W/ WASHERS AND LOCK WASHERS, C.R.S. (3 PER HINGE LEAF)

L 4 X 3 12 X 12 L 5 X 3 12 X 12 1’’


W 4 X 13 5’’ 5’’

PL 38

MARK

SKIN PL 516

C/L HINGE

(TYP)

STIFFENER PL 516


C 7 X 12.25 C/L W4X13

SEE VERTICAL SEAL DETAILS ON DWG. X (TYP) 14

SKIN PL 516

(TYP) 14

W 4 X 13

(TYP) 14 SKIN PL 516

SKIN PL 516

L 4 X 3 12 X 12 STIFFENER PL 516 (2 PER HINGE) 1’’

AE-TYP72.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

3" = 1’

CONTRACT NO.:

5’’


DETAIL

4 X

C 7 X 12.25 14

HSS 3 X 2 X 14

316

X

DETAIL

HINGE DETAILS


1’’

C 7 X 12.25


(TYP) 14

PEDESTRIAN GATES

USACE - NEW ORLEANS

L 5 X 3 12 X 12

14

~

2’’

316 (TYP)


C 7 X 12.25


14

C/L HINGE

14

10’’

(TYP)

A

FILE NUMBER:

B


X

X

SUBMITTED BY:

DETAIL

DESIGNED BY:

GATE HINGE, SEE DETAIL ON DWG. X

2


C 7 X 12.25 C 7 X 12.25

MAY 2008

DATE:

12 X 12


CKD BY:

WASHERS, 12’’ O.C., C.R.S.

USACE - NEW ORLEANS

312’’

L5X3

12" BOLTS W/ WASHERS AND LOCK

DWN BY:


1

C/L HINGE (TOP OF C7X12.25)


1

SOLICITATION NO.:

2’’

14

5 X

SCALE: 3"=1’

X 0

3"

6"

9"

12"


X-00

1

2

3

4

SKIN PL 516

5

C 7 X 12.25 US Army Corps of Engineers fi

PL 38


PL 38

212’’

C 7 X 12.25

2’’

114’’

1’’

1

C/L LATCHING PLATE

2’’

L 4 X 3 12 X 12 (4" LEG VERTICAL)

1

DESCRIPTION

SKIN PL 516

14

5’’

D

212’’

5’’

DATE

114’’

178’’

214’’

5’’

PL 38

1’’

(TYP)

STORAGE PLATE ONE AT EACH LATCHING DEVICE LOCATION (2 REQUIRED)

APPR.

SKIN PL 516

C/L LATCHING PLATE SEE DETAIL

(TYP) 516 HSS 3 X 2 X

14

APPR.

MARK

C/L STORAGE PLATE

C 7 X 12.25

DATE

SEE VERTICAL SEAL DETAILS ON DWG. X

L 4 X 3 12 X 12 C 7 X 12.25

SEAL ASSEMBLY SHOWN IN SOME VIEWS FOR ORIENTATION ONLY.

DETAIL

6 X

LATCHING EYE BOLT SEE DETAIL, DWG. X

SEE BOTTOM SEAL DETAILS ON DWG. 2

SKIN PL 516

X

C

DESCRIPTION

NOTE:

C/L STORAGE PLATE, SEE DWG. X FOR DETAILS

SCALE: 3’’ = 1’ - 0’’ PL 34


516

L 4 X 3 12 X 12

MARK

516


CONTRACT NO.:

FILE NUMBER:

DATE:

MAY 2008

338’’

614’’


(TYP) 14

SOLICITATION NO.:

C 7 X 12.25

R

DETAIL 112’’

TOP OF WALL AND GATE

3 X

X

SCALE: 3’’ = 1’ - 0’’

34 ’’

R

34’’

112’’

3’’


34’’

112’’

’ 2’ 11

FILE NAME:

AE-TYP72.DGN

SIZE:

ANSI D

CKD BY:

SUBMITTED BY:

1’-6’’ C 7 X 12.25


HSS 3 X 2 X 14

B

DWN BY:

C/L LATCHING PLATE SEE DETAIL

14

DESIGNED BY:

114’’


PL 38

(TYP)

USACE - NEW ORLEANS

1 1

REFERENCE DRAWINGS

SKIN PL 516

7 X

SCALE: 3’’ = 1’ - 0’’

X

SCALE: 3"=1’ 0

3"

6"

9"

12"

HINGE DETAILS

DETAIL

PEDESTRIAN GATES

A

~

FOR SEAL DETAILS, SEE DWG. X. SCALE: 1’’ = 1’ - 0’’


FOR GATE MONOLITHS MASONRY DETAILS, SEE DWGS X AND X. USACE - NEW ORLEANS

LATCHING PLATE


FOR GENERAL NOTES, SEE DWG. X FOR GATE PLAN AND PROFILE, SEE DWG. X


PL 34

SCALE:1"=1" 0

1"

2"


X-00

1

2

3

4

5

LATCHING EYE BOLT, SEE DETAIL

US Army Corps

PADLOCK

C 12 X 25


GATE IN CLOSED POSITION

APPR.

GATE CLOSED POSITION

DATE

312’’

(MIN)


L 6 X 4 12 D BAR 1 12 X 1 12 X 0’ - 1 12" PLATE WASHER, SEE DETAIL

12 DESCRIPTION

L6X4

LATCHING EYE BOLT, SEE DETAIL BAR 1 12 X 1 12 X 0’ - 1 12" C 7 X 12.25

MARK

PL 38 178’’

APPR.

258’’

DATE

C/L LATCHING SLOT C/L STORAGE PLATE

LATCHING DEVICE STORAGE PLATE, SEE DETAIL. TO BE USED AS SHOWN OPENING GATE AND WHEN GATE IS IN OPEN POSITION.

PADLOCK LATCHING PLATE, SEE DWG. X FOR DETAILS BAR 1 12 X 1 12 X 0’ - 1 12"

GATE OPEN POSITION

C

DESCRIPTION

C 12 X 25

TYP

MARK

516

LATCHING ROD PLATE SEE DETAIL

L 6 X 4 X 12

BAR 1 12 X 1 12 X 0’ - 1 12"

REFERENCE DRAWINGS

34’’ DIA. - 6’’ TAKEUP

CLEARANCE) OR EQUAL A

STORAGE LATCHING DEVICE BAR 1 12 X 1 12 X 0’ - 1 12"

AE-TYP73.DGN

A/E TYPICALS

FILE NAME:

ANSI D

SCALE: 3"=1’ 0


SIZE:

3" = 1’

CONTRACT NO.:

FILE NUMBER:

TYP 316

LATCHING DETAILS

NOTE:


USACE - NEW ORLEANS

(212’’ VERTICAL SHACKLE

G-228 CROSBY LAUGHLIN OR EQUAL (JAW)

SUBMITTED BY:

FOR GATE MONOLITHS MASONRY DETAILS, SEE DWG. X AND X. FOR GATE DETAILS, SEE DWG. X.

PADLOCK - MASTER NO. 3LH

CKD BY:

FOR GENERAL NOTES, SEE DWG. X. FOR GATE PLAN AND PROFILE, SEE DWG. X.

PEDESTRIAN GATES

G-225 CROSBY LAUGHLIN OR EQUAL (HOOK)

~

12’’

TYP

1’-5’’ - CLOSED POSITION

134’’

C/L LATCHING SLOT


312’’

134’’

TYP


14’’



14

B

DWN BY:

LATCHING DEVICE

PLAN

TYP

DESIGNED BY:

HSS 3 X 2 X 14 X 0’ - 10"


GATE IN CLOSED POSITION

516

USACE - NEW ORLEANS

SECTION AT C/L LATCHING DEVICE

C 7 X 12.25 TYP

MAY 2008

DATE:

1’-6’’



12" BAR,


PL 38 C/L LATCHING PLATE

SOLICITATION NO.:

LATCHING PLATE, FOR DETAILS SEE DWG. X

958’’ C/L C7X12.25 AND LATCHING ROD PLATE

3"

6"

9"

12"


X-00

1

2

3

4

5

PL 38 HIGH STRENGTH C.R.S. US Army Corps of Engineers fi

A

8’’

4’’

4’’

DATE

212’’

7’’

DRILL 38" HOLE

APPR.


FOR PADLOCK D

4’’

3’’ 4’’

PL 34, C.R.S.

12" BAR

PLAN

1 14" ROD, HIGH STRENGTH, C.R.S. 3’’

5’’

1’’

3’’

1’’

PL 34, C.R.S. TYP

12" BAR

A

14

HIGH STRENGTH C.R.S.

X’-X’’ GATE NO. 1

1 34" O.D. SLEEVE, C.R.S.

214’’

34" O ROD, C.R.S.

X’-X’’ GATE NO. 2

MARK

SECTION

APPR.

A

SEAL WELD

18" CHAMFER

PLAN

1 12" HOLE 11’’

DESCRIPTION

1 12" O R

DRILLED AND TAPPED TO FIT 114’’ LATCHING EYE

ELEVATION

1 14" HEX NUT, C.R.S.

BOLT THREADS

DATE

3’’


14’’

1 14" ROD, HIGH STRENGTH, C.R.S.

TO BE FIELD WELDED TO BOLT AFTER LATCHING PL 38

LATCHING EYE BOLT


LATCHING HANDLE

118’’

HANDLE IS INSTALLED

ELEVATION

SCALE: 3’’ = 1’-0’’ DESCRIPTION

SCALE: 3’’ = 1’-0’’

LATCHING ROD PLATE

C

SCALE: 6’’ = 1’-0’’

2’’

2’’

214’’

1’’

1’’

114’’

STORAGE PLATE

SCALE: 6’’ = 1’-0’’

SCALE: 6’’ = 1’-0’’


GATE IN OPENED POSITION C/L C7X12.25 AND LATCHING ROD PLATE

STORAGE LATCHING DEVICE

EYE BOLT-WILLIAMS "NEB 1 MALLEABLE" OR EQUAL. TO BE INSTALLED WITH WILLIAMS S-7 "SPLINTLOCK" TYPE CONCRETE ANCHOR OR EQUAL.

PLAN SCALE: 3"=1’

LATCHING ARRANGEMENT IN OPEN POSITION 0

3"

6"

9"

FILE NAME:

AE-TYP73.DGN ANSI D

A/E TYPICALS

12"

LATCHING DETAILS

A

LATCHING DEVICE STORAGE PLATE

PEDESTRIAN GATES

FOR GATE DETAILS, SEE DWG. X. LATCHING DEVICE IN STORED POSITION

~

FOR GATE MONOLITHS MASONRY DETAILS, SEE DWG. X AND X.


USACE - NEW ORLEANS

FOR GATE PLAN AND PROFILE, SEE DWG. X.


FOR GENERAL NOTES, SEE DWG. X. LATCHING ROD PLATE SEE DETAIL

SIZE:

3" = 1’

CONTRACT NO.:


SOLICITATION NO.:

SUBMITTED BY:

MAY 2008

REFERENCE DRAWINGS


PL 38


HSS 3 X 2 X 14 X 0’ - 10"

12" O BAR


FLOOD SIDE FACE OF T-WALL OR I-WALL

CKD BY:

DATE:

PL 34

PLATE WASHER

USACE - NEW ORLEANS

DESIGNED BY:

PL 34 , C.R.S. B

DWN BY:

1 38" O HOLE 10’-8’’ TO INSIDE FACE OF GATE COLUMN


412’’

212’’

214’’

312’’

114’’

12’’

1’’

MARK

412’’

6’’

SCALE: 3’’ = 1’-0’’

SCALE: 6"=1’ 0

3"

6"

SHEET 9"

12"

IDENTIFICATION

X-00

1

2

5

11’’ US Army Corps of Engineers fi


SEE DETAIL

916’’ HOLES,

2 C.R.S.

3’’


112’’

3’’ L 6 X 4 X 12 L 6 X 4 X 12


FOR 12’’ BOLTS APPR.

114’’

1

516’’

114’’

SEE DETAIL

516" R

DATE

D

834’’

C/L W4X13

C/L HINGE

LOCK WASHERS AND HEX NUTS, 6" O.C. STAGGERED, C.R.S.

4

PEDESTRIAN GATE OPENING

318’’

12" X 12" ANCHOR BOLTS, WASHERS,

3

FILLER PL 1" SKIN PL

SKIN PL

1’’

214’’

234’’

W 4 X 13

214’’

C/L HINGE

214’’ 12" BOLTS W/ WASHERS AND LOCK

6’’

DESCRIPTION

1’’ 6 716’’

41932’’

APPROX.

L 4 X 3 12 X 12

2’’

4’’

212’’


W/ WASHERS AND LOCK WASHERS, C.R.S. (3 PER HINGE LEAF)

C 7 X 12.25

916’’ X 114’’ HORIZONTAL SLOTTED HOLES

SEAL RETAINING BAR MARK

12" X 2" FLAT COUNTERSUNK HEAD BOLTS

SCALE: 1’’ = 1’ - 0’’

APPR.

L 5 X 3 12 X 12 C 7 X 12.25 STIFFENER PL 516 (2 PER HINGE) W 6 X 15

PRISON-TYPE, FULL MORTISE, SWAGED STEEL WITH STEEL PIN, ITEM NO. BB852 AS MFD. BY STANLEY OR EQUAL (3 EACH)

DATE

NOTES:

SECTION THRU PEDESTRIAN GATE

GATE HINGE:


SCALE: 3’’ = 1’ - 0’’

ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL PRESS TYPE MOLDS UNDER PRESSURE AND HEAT.

DESCRIPTION

ALL SPLICE JOINTS MUST DEVELOP STRENGTH OF AT LEAST 50% ON THE MINIMUM TENSILE STRENGTH REQUIRED

C

OF THE RUBBER. SEAL CLAMP ANGLES SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY. AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAPS IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH

MARK

A SILICONE RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

12" X 6" ANCHORS, 12" O X 6" ANCHORS,

L 6 X 4 X 12


1’’

516

SKIN PL

916" X 1 14" VERTICAL USACE - NEW ORLEANS

SLOTTED HOLES C 7 X 12.25 234’’

214’’

C 7 X 12.25

2’’ 2’’

A

DETAIL

1

SCALE: 1’’ = 1’ - 0’’



12’’ O.C., C.R.S.

12’’ O.C., C.R.S.

2 14’’

4’’

DETAIL 2

AE-TYP74.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12" = 1’

CONTRACT NO.:


SUBMITTED BY:

MAY 2008

916" X 1 12" VERTICAL SLOTTED HOLES

SEAL DETAILS

134 ’’

FLOODSIDE OPTION (1 OF 2)

516" R

PEDESTRIAN GATES

SKIN PL




516" R

~

’’ O 134

916’’

O

916’’

1’’


B


DATE: DESIGNED BY:

112’’

3’’

CKD BY:

SIDE SEAL 3’’

USACE - NEW ORLEANS

SIDE SEAL

DWN BY:

FACE OF COLUMN


FACE OF COLUMN

SOLICITATION NO.:

12’’ O.C., STAGGERED L 6 X 4 X 12



SCALE: 3"=1’

SCALE: 1’’ = 1’ - 0’’ 0

3"

6"

9"

12"

SCALE:1"=1" 0

1"

SHEET 2"

IDENTIFICATION

X-00

1

2

3

4

5

12" BOLTS W/ WASHERS, 14’’


12’’ O.C., C.R.S.

12" X 2

14" BOLTS, 12" O.C., C.R.S. US Army Corps of Engineers fi NEW ORLEANS DISTRICT

BOTTOM SEAL

14’’

APPR.

FILLER PL 1"

DATE

10’’

D

C 7 X 12.25

14’’

B

SKIN PL

1’-1’’ O.C., C.R.S.

214’’

L 4 X 3 12 X 12 SKIN PL

SIDE SEAL

VARIES

W 6 X 15

DESCRIPTION

12" BOLTS W/ WASHERS, 12’’


L 4 X 3 12 X 12

SKIN PL

12" BOLTS W/ WASHERS MARK

BAR 1 12 X 1 12 CONTINUOUS

A SECTION

A

DATE

A

APPR.

3’’

( FREE END ONLY )

1’’

SCALE: 3’’ = 1’ - 0’’

BAR 1 12 X 1 12 CONTINUOUS BOTTOM SEAL

1’’

DESCRIPTION

( FREE END ONLY )

C SKIN PL

12 " O X 2 14" BOLTS, 12" O.C., C.R.S.

B


END ELEVATION - PROTECTED SIDE C 7 X 12.25 MARK

SCALE: 3’’ = 1’ - 0’’

.

X

RO

L 4 X 3 12 X 12 (4’’ LEG VERTICAL)

PP

A

’’ O 134

516" R

1’

’O

OPTIONAL SPLICE

114’’

USACE - NEW ORLEANS

512’’ FOR GENERAL NOTES, SEE DWG. X. ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL

NOTE: SEAL SET FOR 18’’ DEFLECTION.

PRESS TYPE MOLDS UNDER PRESSURE AND HEAT. ALL SPLICE JOINTS MUST DEVELOP STRENGTH OF AT LEAST 50% ON THE MINIMUM TENSILE STRENGTH REQUIRED

A

AE-TYP74.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12" = 1’

3’’

SECTION

B

OF THE RUBBER. SCALE: 1’’ = 1’ - 0’’ SEAL CLAMP ANGLES SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY.

SEAL DETAILS

114’’

NOT TO SCALE


PEDESTRIAN GATE SEAL NOTES:

SCALE: 3’’ = 1’ - 0’’

CONTRACT NO.:

SEE DETAIL

PEDESTRIAN GATES

12 X 12

FILE NUMBER:

2 X 516, C.R.S.,

CORNER DETAIL, TYPICAL BOTH SIDES

END OF L 4 X 3


SEAL RETAINING BAR

1’’

14

~

18


14’’

5’

APPROX.

218’’

34 ’’

SUBMITTED BY:

DESIGNED BY:

SLOTTED HOLES

PL 12 X 2 X 0’-4"

SLOTTED HOLE 1’ - 1" O.C.


916" X 1 14"

BOTTOM SEAL 916" X 1 14"

234’’


214’’

PROTECTED SIDE

916’’

B

FACTORY VULCANIZED MITER SPLICE JOINT

218’’

212’’



14" BOLTS,

12’’ O.C., C.R.S.

MAY 2008

DATE:

12" X 2

CKD BY:

FULL MOLDED VERTICAL OUTSIDE BULB CORNER

338’’

FACTORY VULCANIZED SPLICE

USACE - NEW ORLEANS

18

12’’ O.C.

DWN BY:

W/ WASHERS


12" BOLTS 1’’ 916" HOLE

SOLICITATION NO.:

FLOOD SIDE

SCALE: 3"=1’ AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAPS IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH

0

3"

6"

9"

12"

A SILICONE RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

SHEET

SCALE:1"=1" 0

1"

IDENTIFICATION 2"

X-00

1

2

3

4

5

C 7 X 12.25

L 5 X 3 12 X 12 C 7 X 12.25


C 7 X 12.25

14


APPR.

1’’ TYP


D

DATE

W 4 X 13

PL 38

DESCRIPTION

C/L HINGE

5’’

TYP TYP

3’’

SKIN PL 516

TYP

14

3’’

14

TYP

1 SKIN PL 516

134’’ 134’’

1

14

PL 38

APPR.

MARK


PL 38

C/L W 4 X 13

C/L 12" X 2" FLAT COUNTERSUNK HEAD BOLTS W/ WASHERS AND LOCK WASHERS, C.R.S. (3 PER HINGE LEAF)

MARK


C 7 X 12.25

REFERENCE DRAWINGS

FOR GENERAL NOTES, SEE DWG. X. SEE VERTICAL SEAL

FOR PLAN AND PROFILE, SEE DWGS. X, X, AND X.


DETAILS ON DWG. X

FOR TYPICAL WALL SECTIONS, SEE DWG. X. FILLER PL 1 X 9 34 X 0’ - 5 12"

SKIN PL L 4 X 3 12 X 12

516

FOR GATE MONOLITH MASONRY DETAILS, SEE DWG. X.

AE-TYP75.DGN

CONTRACT NO.:

A/E TYPICALS

FILE NAME:

ANSI D

B

SIZE:

2 X X

3" = 1’

DETAIL

DESIGNED BY:

SKIN PL 516

FILE NUMBER:

14 6’’

4’’


W 6 X 15

SOLICITATION NO.:

916" x 1 14" HORIZONTAL SLOTTED HOLES

PL 38

SUBMITTED BY:


C 7 X 12.25


12" BOLTS W/ WASHERS AND LOCK MAY 2008

118’’


1

DATE:

118’’

L 5 X 3 12 X 12

CKD BY:

14’’

14 1

USACE - NEW ORLEANS

W 6 X 15

34’’

(TYP)

DWN BY:

14

PL 38

5’’ C/L HINGE


(TYP) 316

1’’ STIFFENER PL 516 (2 PER HINGE) 5’’

14’’

C 7 X 12.25

SKIN PL 516 L 4 X 3 12 X 12

2’’

BAR 38 X 1 X 12

FILLER PL 1 X 9 34 X 0’ - 5 12"

C

SEE VERTICAL SEAL DETAILS ON DWG. X W 4 x 13 DESCRIPTION

X X

DATE

1

DETAIL

FOR SEAL DETAILS, SEE DWG. X.

PL 38

C 7 X 12.25

HINGE DETAILS

1 A

PEDESTRIAN GATES

1

~

14


USACE - NEW ORLEANS

6’’ 614’’

(TYP)


1’’

14


FOR MISCELLANEOUS DETAILS, SEE DWG. X.

W 6 X 15

DETAIL

SCALE: 3"=1’

3 0

X X

3"

6"

9"

12"


X-00

1

2

3

4

5

US Army Corps

L 5 X 3 12 X 12

of Engineers fi

PL 38


C 7 X 12.25 5’’ APPR.

W 4 X 13 PL 38


SKIN PL 516 DATE

SKIN PL 516 14

D

C/L HINGE (TOP OF C 7 X 12.25)

L 4 X 3 12 X 12 DESCRIPTION

1’’

114’’

312’’

1 C 7 X 12.25

1

C 7 X 12.25

(TYP)

APPR.

C 7 X 12.25

SEE VERTICAL SEAL DETAILS ON DWG. X L 4 X 3 12 X 12

(TYP)

SEE BOTTOM SEAL

SKIN PL 516

14

14

DETAILS ON DWG. X

L 4 X 3 12 X 12


DETAIL

1’’

6 X X

14

DESCRIPTION

(TYP)

5’’ C/L HINGE

C 7 X 12.25

2’’

C

DATE

W 4 X 13

MARK

C/L W 4 X 13


316 (TYP) 14

L 5 X 3 12 X 12

(TYP)

MARK

PL 38

14

C 7 X 12.25 916" X 1 14" HORIZONTAL SLOTTED HOLES

STIFFENER PL 516


CONTRACT NO.:


DATE:

SEE VERTICAL SEAL DETAILS ON DWG. X

316

MAY 2008

4 X X

5’’


C 7 X 12.25 (TYP)

614’’ 14 1

C 7 X 1 2.25

1

TOP OF WALL SKIN PL 516

DETAIL

X X X

FILE NAME:

AE-TYP75.DGN ANSI D

CKD BY:

SUBMITTED BY:

PL 38 B


516

DWN BY:

DESIGNED BY:

L 4 X 3 12 X 12

VIEWS FOR ORIENTATION ONLY.

USACE - NEW ORLEANS

SKIN PL

SIZE:


NOTE: SEAL ASSEMBLY SHOWN IN SOME


DETAIL

SOLICITATION NO.:

(2 PER HINGE)


DETAIL

5 X X

DETAIL

HINGE DETAILS

FOR SEAL DETAILS, SEE DWG. X.

14


FOR GATE MONOLITH MASONRY DETAILS, SEE DWG. X. C 7 X 12.25 A

PEDESTRIAN GATES

FOR TYPICAL WALL SECTIONS, SEE DWG. X.

~

FOR GENERAL NOTES, SEE DWG. X. FOR PLAN AND PROFILE, SEE DWGS. X, X, AND X.


SKIN PL 516

USACE - NEW ORLEANS

REFERENCE DRAWINGS


14

C 7 X 12.25

7 X X SCALE: 3"=1’ 0

3"

6"

SHEET 9"

12"

IDENTIFICATION

X-00

1

2

3

4

5


APPR.


34" ANCHOR ROD,

D

DATE

HIGH STRENGTH, C.R.S. 34" ANCHOR ROD,

8’’

134’’


A 4’’

4’’


FILLER PL 1"

2’’

1

DESCRIPTION


1

1 C/L LATCH

14’’

1 18" CHAMFER

W

C 7 X 12.25

MARK

PLAN TURNBUCKLE

APPR.

2 HOLES IN BEAM FLANGE-

6’’

FIELD DRILL 38’’ TO

DATE

212’’

ACCOMMODATE BICYCLE LOCK (GATE STORAGE POSITION ONLY)

1 14" O.D. SLEEVE, C.R.S., 34" O ROD, C.R.S.

BEAM

FIT 34" LATCHING EYE

ELEVATION

BOLT THREADS


ADJUSTABLE BICYCLE LOCK (KEYED ALIKE), PROVIDE AT GATE STORAGE POSITION ONLY

DESCRIPTION

4’’

(MIN)

FILLER PL 1"

C

DRILLED AND TAPPED TO

LATCHING HANDLE

A

SCALE: 3’’ = 1’ - 0’’

SECTION AT C/L OF LATCHING DEVICE MARK

PLAN

C/L LATCH

112’’

BEAM WEB REFERENCE DRAWINGS

SECTION

A

SCALE: 3’’ = 1’ - 0’’

A SCALE: 3"=1’ 0

3"

6"

9"

AE-TYP76.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12" = 1’

CONTRACT NO.:

FILE NUMBER:

SOLICITATION NO.:

SUBMITTED BY:


LATCHING DETAILS

LATCHING DEVICE


1

SCALE: 6’’ = 1’ - 0’’

PEDESTRIAN GATES


W/ HEX NUT AND WASHER, C.R.S., SEE DETAIL

~

58" DOUBLE END STUD


DETAIL

CKD BY:

FOR GATE MONOLITH MASONRY DETAILS, SEE DWG. X. 34" X 2

ELEVATION

FOR TYPICAL WALL SECTIONS, SEE DWG. X.

18

4’’

USACE - NEW ORLEANS

132’’ GAP

FOR GENERAL NOTES, SEE DWG. X. FOR PLAN AND PROFILE, SEE DWGS. X, X, AND X.




112’’

6’’ C 7 X 12.25

MAY 2008


TURNBUCKLE, C.R.S.

USACE - NEW ORLEANS

34" X 6" STANDARD

B

DWN BY:

C/L LATCH

DESIGNED BY:

34" O X 1" HEX HEAD CAP SCREW, C.R.S.


DATE:

SCALE: 3’’ = 1’ - 0’’

12"

SCALE: 6"=1’ 0

3"

6"

9"

12"


X-00

1

2

3

4

5

8’’


134’’


4’’

4’’ EYE HOOK, 1 12 TON 34" HEX NUT, C.R.S.,

(SAFE WORKING LOAD) TO BE HOT-DIP GALVANIZED

DATE

TO BE FIELD WELDED TO BOLT AFTER LATCHING HANDLE IS INSTALLED


APPR.

34" ANCHOR ROD,

1

TOP OF BEAM WEB

PLAN

112’’

1 438’’

C/L LATCH

34" O EYE BOLT

MARK

3’’ O 2’’

APPR.

2’’

312’’


2’’

312’’

9’’

C/L LATCH

DESCRIPTION

2’’

2’’

D

DATE

10’’

1’-2’’

DESCRIPTION

ELEVATION C

C/L LATCH

LATCHING EYE BOLT WITH EYE HOOK 6’’ SCALE: 3’’ = 1’ - 0’’

2 MARK

DETAIL

5’’ SCALE: 3’’ = 1’ - 0’’ 112’’

34" - 10 UNC-2A LEFT-HAND THREADS 114’’

38’’

SCALE: 6’’ = 1’ - 0’’

1’’

TACK WELD NUT TO WASHER

REFERENCE DRAWINGS TURNBUCKLE

AE-TYP76.DGN ANSI D

A/E TYPICALS

FILE NAME: SIZE:

12" = 1’

CONTRACT NO.:

FILE NUMBER:

MAY 2008


SUBMITTED BY:

CKD BY:

DATE:

PLATE WASHER 258’’


3" DOUBLE END STUD, C.R.S.


B

USACE - NEW ORLEANS

DESIGNED BY:

O HOLE

DWN BY:

114’’ 114’’

212’’

78"

PL 38", C.R.S.

SOLICITATION NO.:

1’’


112’’

12’’

1’’


SCALE: 12’’ = 1’ - 0’’

SCALE: 3"=1’ 0

3"

6"

9"

LATCHING DETAILS

DOUBLE END STUD


A

PEDESTRIAN GATES


RIGHT-HAND THREADS

~

FOR GATE MONOLITH MASONRY DETAILS, SEE DWG. X.

TO TURNBUCKLE 34" - 10 UNC-2A


WITH 2" O.D. STANDARD PLATE WASHER, C.R.S.

USACE - NEW ORLEANS

FOR TYPICAL WALL SECTIONS, SEE DWG. X. TACK WELD STUD

34" HEX NUT, C.R.S.,


FOR PLAN AND PROFILE, SEE DWGS. X, X, AND X.

12"

SCALE:1"=1’ SHEET 0

1"

2"

IDENTIFICATION

X-00

Typical Structural Drawings in DWG format

Typical Structural Drawings in DWG format

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