10-R-0050 Drawings Pkg 7.pdf

PDF 2 MB Posted Jul 23, 2010

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

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10-R-0050 Drawings Pkg 2.pdf	PDF	Jul 23, 2010
10-R-0050 Drawings Pkg 1.pdf	PDF	Jul 23, 2010
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S-15

2’0 4’ 8’

SCALE:1/4"=1’

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"4 320’-2

25’-2"

12’-7"

"=1’-0"4

1SCALE:

PLAN - WEST APPROACH SLAB

SEE BRIDGE PLAN

14" SQ. PILE (TYP.)

BRIDGE

12’-7"

4’-8"" = 18’-9"2

16 SPACES @ 3’-1

"2 15’-7 4’-0"

SEE DWG. S-16 (TYP.)

TIMBER GUARDRAIL POST

4’-0"

SEE DWG. S-16 (TYP.)

"W" BEAM END SECTION

SEE DWG. S-16 (TYP.)

"W" BEAM GUARDRAIL

SEE BRIDGE SECTION

2’-0"x2’-4" CAPSILL;

" = 12’-6"2

1 4 SPACES @ 3’-1

S-16

20’-8 x 27.5’ LONG (TYP.)

PZC18 SHEET PILE

EET PILE C

U T-O

FF EL. 0.00

CUT-O

EL.

0.0

SHEET P

ILE

S H

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T P

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U T -O

F F E

L . (-)1

SHEET PIL

ECAP FOR3’-7" C

ONC.

25’-2"

"4 320’-2

12’-7" 12’-7"

"=1’-0"4

1SCALE:

PLAN - EAST APPROACH SLAB

BRIDGE

SEE BRIDGE PLAN

14" SQ. PILE (TYP.)

4’-0" 4’-2" " = 18’-9"2

16 SPACES @ 3’-1

"2 15’-7

SEE BRIDGE SECTION

2’-0"x2’-4" CAPSILL;

4’-0"

TIMBER GUARDRAIL POST

"W" BEAM END SECTION

" = 12’-6"2

14 SPACES @ 3’-1

SEE DWG. S-16 (TYP.)

"W" BEAM GUARDRAIL

S-16

A x 27.5’ LONG (TYP.)

PZC18 SHEET PILE

21’-1

’-5

EET PILE C

U T-O

FF EL. 0.00

S H

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U T -O

F F E

L .0

S H

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U T -O

F F E

L . (-)1

SHEET PIL

ECAP FOR3’-7" C

ONC.

S-16

0 1’ 2’ 4’

SCALE:1/2"=1’-0"

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1’-6"1’-6"

14’-0"

1’-6"

14’-0"

28’-0"

1’-6"1’-6"

Y P

V A

VARIES

L A

3’-0"

SHEET PILE

C/L PZC18

BRIDGE PLAN

14" SQ. PILE; SEE

SEE BRIDGE SECTION

2’-0"x2’-4" CAPSILL;

SCALE: 1/2"=1’-0"S-15

A SECTION

SCALE: 1/2"=1’-0"S-15

B SECTION

#6 @ 12" O.C. T. & B.

#4 TIES @ 12" O.C.

(4) #7 T. & B.

#4 TIES @ 12" O.C.

(4) #7 T. & B.

BRIDGE

O.C. (TYP.)

#4 TIES @ 12"

(4) #7 T. & B.

FILL 95%

COMPACTED

FILL 95%

COMPACTED

FILL 95%

COMPACTED

FOR LIMITS

C-03 & C-04

ROAD; SEE

7" CRUSHED STONE

"2 11’-9 "2

11’-9

" EXPANSION JOINT MATERIAL2

#6 @ 12" O.C.

2-#6 BOTTOM W/

3-#6 TOP

3’-7"

SHEET PILE

CONC. CAP FOR

" CLOSED CELL POLYURETHANE JOINT FILLER2

3’-11"

"2 11’-2

T O

V A

(4) #6 T. & B., #6 & @ 12" O.C.

S-17

0 1" 2"

SCALE:1"=1"

0 1’ 2’

SCALE:1"=1’SCALE:1-1/2"=1’

0 6" 1’ 2’ 0

SCALE: 6"=1’

3" 6"

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SPLICE BOLT

POST BOLT

’’4

5 D

’’16

NTS

’’4

1 "16

BUTTON HEAD BOLT

GUARDRAIL SPLICE BOLT AND POST BOLT

NUT

OVAL SHOULDER

BUTTON HEAD

" DEEP RECESS16

1" O X

3’’

’’2

PLATE WASHER

" X 1" SLOTTED HOLE16

3PL

1’-5"

SCALE: 1’’ = 1"

SCALE: 1’’ = 1’’

SCALE: 1’’ = 1’- 0’’

APPROACH SLAB GUARDRAIL POST DETAIL

8"x8" TIMBER POST

8"x8"x1’-2" TIMBER BLOCK

"W" BEAM GUARDRAIL

C/L POST BOLT

SEE DWG. S-15

APPROACH SLAB

’’ = 1’ - 0’’2

SCALE: 1

’’4

2 ’’2

A P

P R

O X

2’-0’’ APPROX.

3’’

’’ R4

W BEAM END SECTION (ROUNDED)

OVER RAIL ELEMENT

CONTOUR TO FIT

"8 1" X 1 32

29SPLICE BOLT SLOT

’’16

’’)16

(-0,+

’’16

3 SHEET

THICKNESS

’’4

BOLT SLOTS

C/L POST

1’’ R

’’ R

"16

SCALE: 6’’ = 1’ - 0’’

W BEAM - SECTION

" R16

"32

2’’ 2’’

C/L POST

NOTE: LAP IN DIRECTION OF TRAFFIC.

’’ = 1’ - 0’’2

SCALE: 1

ELEVATION

W BEAM SPLICE DETAIL - W6 POST

W6 X 20 POST

PLATE WASHER

X 0’-3’’4

X 116

’’2

’’4 14 ’’4

SPLICE BOLT SLOT

"8 1" X 132

POST BOLT SLOT

" 2 1" X 24

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P R fiof Engineers

US Army Corps

A N

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D of Engineers

US Army Corps

E d m

C o n c r e t e .d g n

D A

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New Orleans District

U .S

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(NO PAYMENT)

AFTER DRIVING TO EXPOSE HOOKS.

AND SPIRALS TIES TO BE REMOVED

* DRIVING HEAD CONCRETE, STRANDS

’’ (TYP)2

’’C

(P A

Y M

E N

T L

E N

G T

C H

U R

N S A

U R

N S A

1 POINT PICKUP (L 59’) 14’’ X 14’’ PILE

0.3 L 0.7 L

0.21L 0.58 L 0.21L

2 POINT PICKUP (L 87’) 14’’ X 14’’ PILE

NOTES:

NOTES

14" X 14"

PRESTRESSED PRECAST

CONCRETE PILE

D R

H E

A D

U R

N S A

U R

N S A

A L W

E S

E W

FACE OF PILE AS SHOWN.

HOOK IS APPROXIMATELY PARALLEL TO ADJACENT

HOOKS SHOULD BE PLACED SO THAT BEND OF

TO ALLOW FOR PROPER PLACEMENT OF CONCRETE,

** STANDARD 180 HOOK ON REINFORCING FOR ALL PILES.

WITH PILE HEAD AND PILE TIP.

GRIND PRESTRESSED STRANDS FLUSH

NOTE:

SPIRAL

" CHAMFER (TYP)4

H A

M F

E R

G E B

E N

T S

C H

A R

G E P

E S

U P

P O

R T B

E N

T S

PILE SCHEDULE - BRIDGE BENTS

ELEV.

CUT OFF

ELEV.

TIP

BATTER

PILE

VERTICAL

LENGTH

PILE

87’

SIZE

PILE

NO.

PILE

NO.

BENT

-2.38 -89.38 VERTICAL 87’

VERTICAL 87’

14" SQ.

ELEV.

CUT OFF

ELEV.

TIP

BATTER

PILE

LENGTH

PILE

SIZE

PILE

NO.

PILE

NO.

BENT

VERTICAL 40’

14" SQ.

PILE SCHEDULE - DISCHARGE PIPE BENTS

2.63 -37.37

VERTICAL 40’

USED FOR PRESTRESSED CONCRETE PILES.

1. ONLY 6,000 PSI CONCRETE SHALL BE

(BRIDGE PILES ONLY)

4, #8 **

7" 7"

14’’

-2.38 -89.38

2.63 -37.37

STRAND, GR 270

"Ø, 7 WIRE, LOW-RELAXATION 2

18, Ø W

E L -R S

T R

A N

D S

G R

2. PICKUP POINTS SHOWN FOR 6,000 PSI CONCRETE.

1. PICKUP POINTS TO BE PLAINLY MARKED ON PILES

N.T.S.

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IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

C o m p r e s s io n s t .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

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C o m p re s s io n P il e T e s t.

d g n

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UNLES

NOTED

MANDATORY.

LUSTRATI

PURPOSES

NLY,

THE

LOADI

FRAME

AND

TES

APP

ARATUS

DEAD LOAD NOTES

8’ MIN. (MANDATORY) 8’ MIN. (MANDATORY)

C/L TEST PILE

C /L T

E S

T P

N U

M B

E R S

P A

G A

N D L

E N

G T

H O

S U

P P

O R

T P

E S V

A R

S W

D E

A D L

O A

D R

E Q

E M

E N

T S

1. LOADING FRAME SHOWN WITHOUT DEAD LOAD.

PARTICULAR DEAD LOAD TEST.

2. CONTRACTOR TO PROVIDE PILE LAYOUT FOR EACH

WITH CHAINS AND BINDERS.

3. SECURE DEAD WEIGHT LOAD TO LOADING FRAME

MANDATORY LOADING FRAME NOTES:

CONTRACTING OFFICER FOR APPROVAL.

OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE

4. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY

MOVEMENT WILL BE AWAY FROM THE BEAM.

AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE

RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM

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

EQUIPMENT FROM THE DIRECT EFFECTS OF THE WEATHER.

INSTALLED BY THE CONTRACTOR TO PROTECT THE MEASURING

3. A TARPAULIN OF MINIMUM DIMENSION 12’ X 12’ SHALL BE

TEMPERATURE VARIATIONS.

SHALL BE FREE TO MOVE AS THE LENGTH OF THE BEAMS CHANGE WITH

4. IF STEEL REFERENCE BEAMS ARE USED, ONE END OF EACH BEAM

TO THE CONTRACTING OFFICER FOR APPROVAL.

RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED

5. DESIGN OF THE TEST APPARATUS PILE SET-UP IS THE

MANDATORY TEST APPARATUS NOTES:

IN LIEU OF THE LOADING FRAME. (SEE SPECIFICATIONS)

THE CONTRACTOR HAS THE OPTION OF USING REACTION PILES

NOTE:

C/L

SOIL OR STEEL)

(WATER, ROCK, CONCRETE,

8’ MIN. (MANDATORY) 8’ MIN. (MANDATORY)

C/L

LOADING FRAME

ELEVATION

SECTION A

SECTION B

PLAN

TEST APPARATUS

A B

DEAD LOAD

SEE NOTE 4

BOX SHOWN IN SECTION A

DEAD LOAD. EXAMPLE OF WEIGHTED-

HAND THAT WILL RESULT IN REQUIRED

BOX METHOD OR MATERIAL ON

CONTRACTOR CAN USE WEIGHTED-

DEAD LOAD WEIGHT OPTIONAL,

OF PROVIDING DEAD LOAD MATERIAL.

WEIGHTED-BOX ALTERNATIVE MEANS

GROUND SURFACE

SUPPORT PILES

SUPPORT BEAM

LOAD-FRAME MEMBERS

(SEE NOTE)

DEAD LOAD

BLOCKING

MEMBERS

LOADING FRAME

SUPPORT BEAM

SUPPORT PILE

GROUND SURFACE

SUPPORT

REFERENCE BEAM

STIFFENER PLATES

REACTOR BEAM WITH

BOTTOM BEARING PLATE

(STEEL OR WOOD)

REFERENCE BEAM

TOP BEARING PLATE

GAGE LOAD CELL

ELECTRICAL STRAIN

HEAD

SELF-LEVELING BEARING

HYDRAULIC JACK WITH

SIDES OF PILE

LOCATED OPPOSITE

DIAL GAGE ASSEMBLY

LOADING FRAME

FOR TEST LOAD

REACTOR BEAM

BEARING PLATE

FOR GIRDER

SUPPORT BEAM

SUPPORT PILE

TYPICAL WIDE FLANGE ASSEMBLY

TEST PILE

GROUND SURFACE

FOR TEST LOAD

REACTOR BEAMS

LOADING FRAME MEMBERS

STIFFENER PLATES

TOP BEARING PLATE

ELECTRICAL STRAIN GAGE LOAD CELL

SELF-LEVELING BEARING HEAD

HYDRAULIC JACK WITH

BOTTOM BEARING PLATE

(STEEL OR WOOD)

REFERENCE BEAM

FOR RIGIDITY

CROSS-CONNECTIONS

FIXED END

SUPPORT

REFERENCE BEAM

BEAM FOR SMOOTH SURFACE

MIRROR TAPED TO REFERENCE

OPPOSITE SIDES OF PILE

DIAL GAGE ASSEMBLY LOCATED

SHEET S-01)

(FOR TIP EL. SEE

TEST PILE

REMOVE SOIL INSIDE CASING TO ELEVATION -37.

TO ASTM A252, GRADE B (Fy = 35ksi). AFTER CASING IS DRIVEN TO EL. -47,

6. CASING FOR PILE TEST SHALL BE 36"O.D. x0.375 W.T. PIPE CONFORMING

S-20

G D

E T

T E

N S

N P

E T

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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P L

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A T

D A

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M A

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S C

C O

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R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

E d m

T e n s io n s t .d g n

D A

T E

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

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N E

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A N

S D

T R

N E

W O

R L E

A N

S L

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M E

T A

H S

T S

A N

D A

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E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

-7 d -m

S -2

T e n s io n P il e T e s t.

d g n

S .M .L

K .L .L

A .D .S

A .F .G

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

NUNLES

NOTED

MANDATORY.

LUSTRATI

PURPOSES

NLY,

THE

LOADI

FRAME

AND

TES

APP

ARATUS

C/L

C/L TEST PILE

C /L T

E S

T P

N U

M B

E R S

P A

G A

N D L

E N

G T

H O

S U

P P

O R

T P

E S V

A R

8’ MIN. (MANDATORY) 8’ MIN. (MANDATORY)

C/L

MOVEMENT WILL BE AWAY FROM THE BEAM.

AND ON THAT SIDE OF THE REFERENCE BEAM WHERE THE

RESTING ON THE REFERENCE BEAM IN THE COMPRESSED POSITION

1. DIAL GAGE SHOULD BE ATTACHED TO THE PILE WITH THE STEM

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

EQUIPMENT FROM THE DIRECT EFFECTS OF THE WEATHER.

INSTALLED BY THE CONTRACTOR TO PROTECT THE MEASURING

3. A TARPAULIN OF MINIMUM DIMENSION 12’ X 12’ SHALL BE

TEMPERATURE VARIATIONS.

SHALL BE FREE TO MOVE AS THE LENGTH OF BEAMS CHANGE WITH

4. IF STEEL REFERENCE BEAMS ARE USED, ONE END OF EACH BEAM

TO THE CONTRACTING OFFICER FOR APPROVAL.

RESPONSIBILITY OF THE CONTRACTOR AND MUST BE SUBMITTED

5. DESIGN OF THE TEST APPARATUS PILE SET-UP IS THE

CONTRACTING OFFICER FOR APPROVAL.

OF THE CONTRACTOR AND MUST BE SUBMITTED TO THE

1. DESIGN OF THE LOADING FRAME IS THE RESPONSIBILITY

MANDATORY LOADING FRAME NOTE:

MANDATORY TEST APPARATUS NOTES:

LOADING FRAME

ELEVATION

PLAN

A B

A B SECTION A

SECTION B

TEST APPARATUS

REACTOR BEAM

SUPPORT BEAM

TO SUPPORT BEAM

STABILIZER PLATES CONNECTED

SUPPORT PILES

GROUND SURFACE

BOTTOM YOKE PLATE

(STEEL OR WOOD)

REFERENCE BEAM

FIXED END

TO BOTTOM YOKE PLATE

STRAP PLATE ATTACHED

OPPOSITE SIDES OF PILE

DIAL GAGE ASSEMBLY LOCATED

BEAM FOR SMOOTH SURFACE

MIRROR TAPED TO REFERENCE

SEE NOTE 4

FOR RIGIDITY

CROSS-CONNECTIONS

(SEE SPECS.)

PINS

TEST PILE

GROUND SURFACE

SUPPORT

REFERENCE BEAM

REACTOR BEAM

STIFFENER PLATES

HEAD

SELF-LEVELING BEARING

HYDRAULIC JACK WITH

GAGE LOAD CELL

ELECTRICAL STRAIN

TOP YOKE PLATE

STEEL RODS

YOKE PLATES WITH

SUPPORT BEAM

CONNECTED TO

STABILIZER PLATE

REACTOR BEAMSUPPORT BEAM

SUPPORT PILES

(MANDATORY)

MINIMUM 1" CLEAR

SUPPORT BEAM

SUPPORT PILE

GROUND SURFACE

TOP YOKE PLATE

SUPPORT

REFERENCE BEAM

REACTOR BEAM

STEEL RODS

ELECTRICAL STRAIN GAGE LOAD CELL

BEARING HEAD

HYDRAULIC JACK WITH SELF LEVELING

TO SUPPORT BEAM

STABILIZER PLATES CONNECTED

STIFFENER PLATES

BOTTOM YOKE PLATE

(STEEL OR WOOD)

REFERENCE BEAM

PINS (SEE SPECS.)

SIDES OF PILE

LOCATED OPPOSITE

DIAL GAGE ASSEMBLY

TO BOTTOM YOKE PLATE

STRAP PLATES ATTACHED

SHEET S-01)

(FOR TIP EL. SEE

TEST PILE

REMOVE SOIL INSIDE CASING TO ELEVATION -37.

TO ASTM A252, GRADE B (Fy = 35ksi). AFTER CASING IS DRIVEN TO EL. -47,

6. CASING FOR PILE TEST SHALL BE 36"O.D. x0.375 W.T. PIPE CONFORMING

CONSULTING ENGINEERS

3120 20th STREET

METAIRIE, LOUISIANA 70002

IMC

INC.

2010c 1794

K .L .H

A .F .G

S O

A T

N N

E N

A M

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N B

C K

D B

D E

N E

D B

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1 2 3

4 5

M A

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P R

D A

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B M

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C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

L A

F O

U R

C H

E P

A R

H L

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N A

L A

R O

S E T

O G

O L

D E

N M

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A N

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K R

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N m s e r ie s d m t b lk .d w g

L E

C /E -0

E-001

L E

C T

A L L

E G

E N

D S

C H

E D

U L

K .M

C L

K .M

C L

LIGHT FIXTURE.

DUPLEX OUTLET WITH WEATHERPROOF COVER.

GROUND FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET.

W.P.

S SINGLE-POLE TOGGLE SWITCH.

DESCRIPTION

GFI

SYMBOL

ELECTRICAL SYMBOL SCHEDULE

NOTE REFERENCE

L:1,2

OF CIRCUITS (NUMBER OF ARROWS).

MARKS), OPPOSITE SLANT DENOTES GROUND, NUMBER

NEUTRAL CONDUCTORS WHEN MORE THAN TWO (HASH

CIRCUIT NUMBERS (NUMBERS), NUMBER OF PHASE AND

HOMERUN TO PANELBOARD WITH NOMENCLATURE (LETTERS),

AMPA

V VOLT

W WIRE

P POLE

C CONDUIT

GND GROUND

GFI GROUND FAULT INTERRUPTER

EXISTING

EXISTING TO BE REMOVED

WIRING (IN CONDUIT) RUN UNDER GROUND

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

D D

SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION C102

D5 C302

C501

LFMC LIQUIDTIGHT FLEXIBLE METALLIC CONDUIT

DISCONNECT SWITCH. NON-FUSED.

MOTOR, THREE PHASE. NUMERAL DENOTES HORSEPOWER.

WIRING (IN CONDUIT) RUN EXPOSED

WIRING (IN CONDUIT) CONCEALED IN OR UNDER SLAB

GROUND CONNECTION.

WIRING (IN CONDUIT) CONCEALED IN CEILING OR WALL

RAC RIGID ALUMINUM CONDUIT

FUEL TANK

NO. 1

DIESEL ENGINE

EXISTING

45000 GPM PUMP

DRAINAGE PUMP

15000 GPM

EXISTING 100HP

FUEL TANK

OFFICE

DEMOLISHED

TO BE

HEAD

WEATHER

EXISTING

EQUIPMENT

AND METERING

SERVICE POLE

TO ENTERGY

SEE SHEET E-601

SHALL BE DEMOLISHED AND REPLACED

EXISTING O/H CONDUCTORS

NO. 2

DIESEL ENGINE

EXISTING

COMPRESSOR

EXISTING STANDBY

EXISTING

PIPING

DISCHARGE

EXISTING

48" DIA

BOX

JUNCTION

30" DIA

48" DIA

SEE SHEET E-201 - DETAIL D1

LIGHT FIXTURE (TYPICAL OF THREE LOCATIONS)

GFI

E-601

SEE SHEET

& REPLACED

DEMOLISHED

SHALL BE

STARTER

EXISTING

SEE SHEETS E-100 & E-602 FOR CONTROLS

THE WORK (TYPICAL OF THREE LOCATIONS)

SPECIFIED UNDER OTHER DIVISIONS OF

BUTTERFLY VALVE & ACTUATOR BEING

CONTRACTING OFFICER)

LOCATION WITH

(COORDINATE EXACT

SEE SHEET E-602

REMOTE CONTROL PANEL-

GFI

SWITCHBOARD

FACILITIES

INTEGRATED

SEE SHEET E-601

SERVICE ENTRANCE DISCONNECT

LOCATED AT GRADE LEVEL

MANUAL TRANSFER SWITCHDOWN TO GRADE LEVEL

UNISTRUT UNDER UPPER DECK

HUNG ON STAINLESS STEEL

ALL CONDUITS TO BE

FOR CRANE

DISCONNECT

EXISTING

SEE ONE-LINE

NEW SERVICE CONDUCTORS

AND CONDUIT TO S.E. DISCONNECT

PROVIDE NEW WEATHER HEAD

CONSULTING ENGINEERS

3120 20th STREET

METAIRIE, LOUISIANA 70002

IMC

INC.

2010c 1794

K .L .H

A .F .G

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

N m s e r ie s d m t b lk .d w g

SCALE: 1/4" = 1’-0"

ELECTRICAL PLAN - UPPER DECK

L E

C /E -1

E-101

C T

A L P

L A

N U

P P

E R D

E C

C L

K .M

C L

SPECIFIC NOTES:

E-201 AND E-602.

BUTTERFLY VALVE CONTROLS. SEE DETAILS ON SHEETS

INSTALLED AND WIRING PROVIDED TO INTERFACE WITH

INSTRUMENTATION TO MONITOR SHAFT RPM SHALL BE 6

SWITCH COVER.

SAFETY RAIL. PROVIDE CAST METAL BOX AND WEATHERPROOF

BUTTERFLY VALVE DECK AT TOP OF STEPS AND SECURED TO

MOUNT SWITCH CONTROLLING NEW LIGHTING FIXTURES ON NEW 5

AND PROVIDE NEW SWITCHBOARD. SEE SHEET E-601.

TRANSFORMER, ETC. AS SHOWN ON THE EXISTING ONE-LINE

PANELS,4 REMOVE EXISTING ELECTRICAL SERVICE EQUIPMENT,

BE RECONNECTED AS ILLUSTRATED ON SHEET E-601.

EXISTING MOTOR CONDUCTORS SHALL REMAIN AND SHALL3

TYPICAL TO SERVE EACH VALVE ACTUATOR.

FROM UNISTRUT SUPPORTED BY GUARD RAILING.

SEE SHEET E-601 FOR NON-FUSED DISCONNECT MOUNTED 2

JUNCTION BOX (NEMA 4XSS) UNDER WALKWAY DECK.1

4’ 8’0 2’

SCALE:1/4"=1’

METAIRIE, LOUISIANA 70002

IMC

INC.

2010c 1794

K .L .H

A .F .G

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

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T A

N m s e r ie s d m t b lk .d w g

EDGE OF WALKWAY

HANDRAIL POST

1 1/2" RIGID GALVANIZED STEEL CONDUIT

STAINLESS STEEL CONDUIT CLAMP

BOTTOM OF PLATFORM GRATING

STAINLESS STEEL STRUT WELDED TO

GALVANIZED STEEL STRUT (TYP.)

ONE PIECE, BACK-TO-BACK RIGID

SECTION

HANDRAIL

STAINLESS STEEL PIPE CLAMP

L E

C /E -2

E-201

C T

A L D

E T

C L

K .M

C L

HANDRAIL POST

HANDRAIL

CAST CONDUIT BODY

8’-0"

(TYP.)

CONDUIT CLAMP

STAINLESS STEEL

STRUT (TYP.)

STAINLESS STEEL

BACK-TO-BACK

ONE PIECE,

(METAL GRATING)

PLATFORM

WALKWAY GRATING

WELDED TO BOTTOM OF

STAINLESS STEEL STRUT

STEEL)

(RIGID GALVANIZED

2" CONDUIT

(TYP.)

PIPE CLAMP

STAINLESS STEEL

TYPICAL SECTION

SCALE: NONE

GALVANIZED STEEL)

REDUCER (RIGID

2" x 1 1/4"

MOUNTING, 300W ROUGH SERVICE LAMP.

GLOBE, 1 1/4" NPT STANCHION

HOUSING, CLEAR TEMPERED GLASS

MARINE GRADE COPPER FREE ALUMINUM

LIGHT FIXTURE, WET LOCATION LISTED,

VAPORTITE, ENCLOSED AND GASKETED

RPM & CURRENT SENSOR ONE-LINE DIAGRAM

SCALE: NONE

DIESEL DRIVEN PUMPS

PLC

GEAR

NO. 1

ENGINE

DIESEL

PUMPBY INSTRUMENTATION MANUFACTURER

PROVIDE CABLES AS RECOMMENDED

SHALL BE INSTALLED ON SHAFT.

CUSTOM BUILT SPLIT COUPLING

TO SECOND DIESEL ENGINE

SENSE SHAFT ROTATION.

MOUNT AS REQUIRED TO

MODEL 200203 OR EQUAL.

MURPHY POWER IGNITION

MAGNETIC PICKUP-

100HP MOTOR/PUMP

STARTER SERVING

TO MOTOR

SIGNAL TO PLC

AND PROVIDE

MOTOR CURRENT

STARTER TO SENSE

CURRENT SWITCH IN

SHAFT

STEEL PLATE

10" SQ.-1/4"

WELDED CONSTRUCTION

1" (TYPICAL)

GUSSET (TYPICAL)

REQUIRED

CONDUIT

LIQUID-TIGHT FLEX.

BRACKET

PROXIMITY SENSOR AND

RIGID STEEL CONDUIT

TO PLC ENCLOSURE

2" x 2" ANGLE

WELD

BOLT TO SLAB.

2" SCHEDULE 40

90 DEGREE BRACKET WITH MOUNTING SCREWS

PIPE (STAND)

SHAFT

COLLAR

MAGNETIC FUSE INDUCING

WITH MOUNTING SCREWS

2 HALVES JOINED TOGETHER

CENTERLINE OF SHAFT

ASMURPHY POWER IGNITION

EXACT HEIGHT TO BE

DETERMINED IN FIELD

SLOTTED (FOR FIELD ADJUSTABILITY)

INSTRUMENT MOUNTING

SCALE: NONE

STAND BASE

SCALE: NONE

(PROVIDE CABLE LENGTH AS REQ.)

MPI CABLE MODEL 200523

SPECIFIC NOTES:

ALL SUPPORT MATERIAL SHALL BE HOT DIP GALVANIZED STEEL.2

SELECTED, TO THE CONTRACTING OFFICER FOR REVIEW PRIOR TO PURCHASE OF ANY EQUIPMENT.

CONTRACTOR SHALL SUBMIT ALL PROPOSED SPEED SENSOR CATALOG INFORMATION, SHOWING EQUIPMENT

TO DISPLAY PUMP SPEED IN RPM TO THE SATISFACTION OF THE CONTRACTING OFFICER.

THE PLC. THE CONTRACTOR SHALL COMPUTE ALL SCALING FACTORS AND SHALL PROVIDE ALL CONFIGURATION

THE OUTPUT OF THE MAGNETIC PICKUP SHALL BE CONNECTED DIRECTLY TO A HIGH SPEED COUNTER INPUT AT

SHAFT SIZE PRIOR TO MACHINING.

PROVIDE SPLIT GEARS SPECIALLY MACHINED TO FIT THE SPECIFIC DIAMETER OF ENGINE SHAFT. VERIFY PUMP

SHALL BE PASSIVE TYPE AND INSTALLED TO PROVIDE PEAK-TO-PEAK VOLTAGE OUTPUT AS REQUIRED BY PLC.

QUANTITY OF MAGNETS TO PROVIDE MAGNETIC PICKUP OUTPUT IN THE RANGE OF 0-1000 RPM. MAGNETIC PICKUPS

INSTALLATION ON THE ENGINE DRIVE SHAFT. THE SPLIT SENSING GEAR SHALL BE PROVIDED WITH THE CORRECT FOR

SPEED SENSORS SHALL BE COMPRISED OF A MAGNETIC PICKUP AND A MACHINED STEEL SPLIT SENSING GEAR 1

SEE DETAIL D5

THIS SHEET.

METAIRIE, LOUISIANA 70002

IMC

INC.

2010c 1794

K .L .H

A .F .G

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fiof Engineers

US Army Corps

A N

S I

D of Engineers

US Army Corps

New Orleans District

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N E

W O

R L E

A N

S D

T R

N E

W O

R L E

A N

S L

O U

N A

M E

T A

H S

T S

A N

D A

R C

E C

T S

C O

N S

U L T

G E

N G

E E

R S

L D

H U

N T

E R

U N

H -4 -4

L A

F O

U R

C H

E P

A R

H L

O U

N A

L A

R O

S E T

O G

O L

D E

N M

E A

D O

H U

R R

A N

E R

K R

E D

U C

N P

R O J E

C T

P H

A S

E R

E P

S A

T G

O L

D E

N M

E A

D O

W P

U M

G S

T A

N m s e r ie s d m t b lk .d w g

L E

C /E -2

E-202

C T

A L D

E T

C L

K .M

C L

SPECIFIC NOTES:

ANALOG INPUTS SHALL BE INCLUDED.

SPEED SENSORS. PROVISIONS FOR

(PULSE CATCH) FOR INTERFACE WITH

TWO (2) HIGH-SPEED INPUTS

AND SIX (6) DIGITAL OUTPUTS.

RAM. SIXTEEN (16) DIGITAL INPUTS

NON-VOLATILE BATTERY BACKED UP

POWER: 120 VOLT WITH

OR EQUAL BY EATON. INPUT

WITH PROSOFT MODBUS PROTOCOL

ALLEN-BRADLEY CONTROL LOGIX PLC

PROGRAMMABLE LOGIC CONTROL: 1

INTEGRATED FACILITIES SWITCHBOARD (IFS)

SCALE: NONE

30" 30"

FREQ, ETC.

DEMAND HISTORY,

VOLTS, MAX.

PROVIDING AMPS,

ELECTRONIC METERING

(25KVA)

COMPARTMENT

TRANSFORMER

(SEE E-001)

"L"

PANEL

COMPARTMENT

CONTROL

INTEGRATED FACILITIES SWITCHBOARD:

EATON STYLE IFS OR EQUAL.

42KAIC, NEMA INDOOR ENCLOSURE.

THREE PHASE, THREE WIRE, 400A, 480V,

SECTION

CONDUCTOR

INCOMING

L P

TVSS

SEE SPECIFICATIONS.

SURGE SUPPRESSION.

TRANSIENT VOLTAGE

E E P

480 VOLT

O.L.

OL’S

100 HP.

DRAINAGE PUMP

DEVICE TERMINAL

STARTER TERMINAL

CONTROL

TRANSFORMER

PUSH TO

TEST LAMP

RUN

FROM PNL "H"

AUX. CONTACTS

HEATER

WINDING

MOTOR

SCALE: NONE

MOTOR STARTER/CONTROLS

START

STOP

PLC

OUTPUT

INPUT

TO PLC

CURRENT

OPERATED

SWITCH

SPECIFIC NOTES:

RCP SHOWING "BACKFLOW PREVENTION NOT OPERABLE".

FUNCTION. PLC SHALL ILLUMINATE AN ALARM LIGHT AT THE

TO CAUSE THE PROGRAMMED SEQUENCE OF OPERATION TO NOT

CONTROL RELAY "X" SHALL PROVIDE A SIGNAL TO PLC SO AS 5

NK TECHNOLOGIES AS3 SERIES OR EQUAL, U.L. LISTED.4

SIZE CONTROL TRANSFORMER IN ACCORDANCE WITH REQUIREMENTS.

VERIFY VA RATING OF EXISTING MOTOR WINDING HEATER AND 3

THE ASSOCIATED BUTTERFLY VALVE.

ZERO, A SIGNAL FROM THE PLC SHALL AUTOMATICALLY CLOSE

SEQUENCE SUCH THAT WHEN MOTOR CURRENT DECREASES TO

SENSING MOTOR CURRENT, THE PLC SHALL INITIATE A CONTROL

SEE SEQUENCE OF OPERATION - SHEET E-602. UPON 2

PERMISSIVE OUTPUT RELAY OF PLC TO CLOSE.

OPEN VALVE VIA REMOTE VALVE OPERATION PANEL TO ALLOW

IS NOT FULLY OPEN. STATION OPERATOR IS REQUIRED TO

BLOCK OPERATION OF MOTOR IF ASSOCIATED BUTTERFLY VALVE

SEE SEQUENCE OF OPERATION - SHEET E-602. PLC SHALL 1

HAND-OFF-AUTO

SWITCH

EXISTING

FLOAT

VALVE FULLY

OPEN

NEMA

SIZE 5

(NEMA SIZE 5)

(SEE E-001)

"H"

PANEL

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