Final_REFERENCE_PLAN_SET_DWGS-Solicitation.pdf

B

E C

D B

D

R .d g n

REFERENCE DRAWING NO. R-001

®of Engineers

US Army Corps of Engineers

US Army Corps

REFERENCE DRAWING NO. R-001.1

E C

D B

D

R .d

REFERENCE DRAWING NO. R-002

E C

D B

D

R .d

REFERENCE DRAWING NO. R-003

E C

D B

D

R .d

REFERENCE DRAWING NO. R-004

E C

D B

D

R .d

REFERENCE DRAWING NO. R-005

E C

D B

D

R .d

REFERENCE DRAWING NO. R-006

E C

D M

L L

R .d

REFERENCE DRAWING NO. R-007

M39

SEE SHEET

MANIFOLD

BUBBLER

BUBBLER PIPING

CONCRETE FOR EMBEDMENT OF

SAWCUT MONOLITH AND TRENCH

SEE SHEET M40

UPSTREAM BUBBLER SCREEN

AIR

SEE NOTE 2

STEEL COMPRESSED AIR PIPING,

4" DIA. SCHED. 40 GALVANIZED

AIR

WORK, SEE ELECTRICAL SHEETS

CONTROL STAND-FOR NEW

EXISTING UPPER RIGHT

M39 & M40

BUBBLERS, SEE SHEETS

INTERMEDIATE WALL RECESS

UPSTREAM LANDWALL AND

SITE PLAN

20 200 40’

SCALE IN FEET

POSSIBLE DAMAGE TO THE NEW CONCRETE OR PIPING.

ADJACENT MONOLITH HORIZONTAL AND VERTICAL RESURFACING IS COMPLETED TO AVOID

ALL BUBBLER PIPING INSTALLED WITHIN THE LOCK CHAMBER SHALL BE INSTALLED AFTER

PIPING AND ELECTRICAL WITH RESPECT TO ABOVE GROUND PERMANENT REFERENCE POINTS.

INDICATE AND DIMENSION ON THE CONTRACT AS-BUILT DRAWINGS THE LOCATION OF NEW AIR

MATCH EXISTING AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR SHALL

BY CONSTRUCTION EFFORTS, THE CONTRACTOR SHALL REPAIR AND REPLACE THE DAMAGE TO

ION AND NOTE SUCH ON THE CONTRACT AS-BUILT DRAWINGS. IF ANY UTILITIES ARE DAMAGED

RECORD THE DEPTH, SIZE, AND LOCATION OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCT-

AND OTHER UNDERGROUND UTILITIES AND FIELD VERIFY LOCATIONS. THE CONTRACTOR SHALL

AVOID SPRINKLER SYSTEMS, DUCT BANKS, CONDUITS, TELEPHONE LINES, WATER LINES, SEWER

NEW CONCRETE AND AIR PIPING. SEE SHEET S208.

EL. 584.5. THE CONTRACTOR WILL HAVE LIMITED HEAD ROOM AND WORKSPACE TO INSTALL THE

CANTILEVERED BULKHEADS WILL BE UTILIZED TO DEWATER THE LOCK AT THE UPSTREAM SILL

DEWATER THE SAND BAGGED AREAS.

INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE UTILITY PUMPS TO

METHODS IN THE AREAS AROUND THE COMPRESSED AIR PIPE TO PROVIDE A DEWATERED

THE CONTRACTOR WILL BE REQUIRED TO PERFORM SAND BAGGING AND OTHER DEWATERING

WITHIN THE LOCK CHAMBER THAT AFFECTS COMPRESSED AIR PIPING WORK.

ITEMS AND ZEBRA MUSSELS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL ICE

WHICH MAY BE ENCOUNTERED INCLUDES MUD, SILT, LOGS, ROCKS, SAND, WIRE ROPE, METAL

TO ALLOW UNOBSTRUCTED INSTALLATION OF THE COMPRESSED AIR PIPING. TYPICAL DEBRIS

THE CONTRACTOR SHALL REMOVE DEBRIS IN THE LOCK CHAMBER TO OBTAIN CLEAN CONCRETE

15.

14.

13.

12.

11.

NOTES:

SAN(ABANDONED)

LEGEND:

W(ABANDONED)

E(ABANDONED)

E

G

SAN

S

T

F

AIR

WATER

C.J.

CB

RGS

M.J.

EQ.

GA.

CLR.

EL.

PE

SPC’S

PROJ.

SQ.

GALV.

MH#

CMP

C.O.

EDB

CLEAR

TREE

GRASS

CATCH BASIN

MANHOLE COVER

EXISTING ABANDONED WATER LINE

EXISTING ABANDONED SANITARY SEWER LINE

EXISTING ABANDONED ELECTRIC LINE

EXISTING ELECTRIC LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING TELEPHONE CABLE

NEW COMPRESSED AIR

EXISTING FUEL OIL SUPPLY

EXISTING OTHER UTILITIES AS IDENTIFIED

EXISTING WATER LINE

CONCRETE JOINT

CORRUGATED METAL PIPE

SPACES

PROJECTION

SQUARE

RIGID GALVANIZED STEEL CONDUIT

POLYETHYLENE

CLEAN OUT

GAGE THICKNESS

EQUAL DISTANCE

ELEVATION

MONOLITH JOINT

GALVANIZED

MANHOLE

ELECTRICAL DUCTBANK

M35

M A

T C

H

L

IN

E

S

E

T

M

L A

Y O

U T

U P S T R

E A

M B

U B

B L E R

S

Y S T E

M

AIRAIR

A I R

A I R

A I R

D J

N

J J

D

J W

B

AIR AIR AIRAIR AIR

A I

R

PIPING, SEE NOTE 2

COMPRESSED AIR

GALVANIZED STEEL

4" DIA. SCHED. 40

A I

R A I

R

A I

R

COMPRESSED AIR SYSTEM

REFEED EXISTING BUILDING

AIR SYSTEM

BUILDING COMPRESSED

REFEED EXISTING

N P

P

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

PRIOR TO FILLING VAULT WITH CONCRETE. SEE SHEET S816 FOR TRANSFORMER VAULT DETAILS.

NEW AIR PIPING SHALL BE ROUTED THROUGH NEW UTILITY CHASE IN EXISTING TRANSFORMER VAULT

EXISTING UTILITIES.

INSTALLATION. HAND EXCAVATION MAY BE REQUIRED IN VICINITIES HEAVILY CONGESTED WITH

THE CONTRACTOR SHALL TAKE PRECAUTION TO AVOID EXISTING UTILITIES DURING AIR LINE

GUTTER REMOVED DURING UTILITY INSTALLATION SHALL BE REPLACED IN KIND.

ALL CONCRETE SIDEWALK, ASPHALT PAVEMENT, GRAVEL DRIVEWAY, AND CONCRETE CURB AND

DEPTH AND AVOID THE NEW ELECTRICAL DUCTBANKS. SEE SHEETS M37 & M39.

THE CONTRACTOR SHALL RAISE THE AIR PIPES AT THE MONOLITHS TO THE CONCRETE TRENCH

SYSTEM IS TO BE INCLUDED IN THE COST OF THE BUBBLER SYSTEM.

CONCRETE REMOVAL AND PLACEMENT ASSOCIATED WITH THE INSTALLATION OF THE BUBBLER

FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

RECESSED POSITION.

THE BUBBLER SYSTEM SHALL BE INSTALLED TO CLEAR THE MITER GATES WHEN THE GATE IS IN THE

ALL CONNECTIONS SHALL BE THREADED UNLESS OTHERWISE SHOWN.

BANK WHERE FEASIBLE. SEE SHEET EL1 FOR LOCATION OF DUCTBANK.

OF 4’-0" BELOW GRADE. NEW AIR PIPING TO BE INSTALLED ADJACENT TO NEW ELECTRICAL DUCT-

LOCK CHAMBER SHALL BE SCHEDULE 40 GALVANIZED STEEL. ALL AIR PIPING SHALL BE BURIED A MINIMUM

ALL PIPES INSIDE THE LOCK CHAMBER SHALL BE SCHEDULE 40 STAINLESS STEEL. ALL PIPES OUTSIDE THE

REPAIRED PER SPECIFICATIONS.

SUPPORTS SHALL BE GALVANIZED. ANY MATERIAL COATING DAMAGED DURING INSTALLATION SHALL BE

STAINLESS STEEL. ALL MATERIAL OUTSIDE OF THE LOCK CHAMBER ON THE BUBBLER SYSTEM INCLUDING

ALL MATERIAL INSIDE OF THE LOCK CHAMBER ON THE BUBBLER SYSTEM INCLUDING SUPPORTS SHALL BE

PIPING, SEE NOTE 2

COMPRESSED AIR

GALVANIZED STEEL

1-1/2" DIA. SCHED. 40

EXISTING AIR COMPRESSOR AND COALESCING OIL FILTER

A I R

A I R

A I R

GALVANIZED STEEL

1-1/2" DIA. SCHED. 40

B M

A

F R J

J

U L

A

U I

O F

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a w y

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

N

P

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

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N

G I

N E

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S

U

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G I

N E

D I

S T

R I

C T

D e s i g n e d

C h e c k

R e v i e w

D a t e

P r o j e c t o d e

S o l i c i t a t i u m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

K

M I

S S I

S S I

P

V E

R

I

O W

A

Y

W

E K

R

Sheet of 238

4"W

E

E

RW

RW RW RW RW

R W

W

S

S

E

E E

ST STST ST

RW RW

S

S

S

S

E

E E

S

S

W

4"W4"W4"W4"W

4"W4"W4"W4"W

W

4"W4"W

4"W

E

E

E

E

E

E

E

T

T

T T

LP GAS

E

S

E E

E

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EE

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S

ST

E

E

EE

E

BUILDING

GENERATOR

STAND-BY

CENTER

VISITOR

BUILDING

MAINTENANCE

STATION

CENTRAL CONTROL

REFERENCE DRAWING R-008

SITE PLAN

20 200 40’

SCALE IN FEET

POSSIBLE DAMAGE TO THE NEW CONCRETE OR PIPING.

ADJACENT MONOLITH HORIZONTAL AND VERTICAL RESURFACING IS COMPLETED TO AVOID

ALL BUBBLER PIPING INSTALLED WITHIN THE LOCK CHAMBER SHALL BE INSTALLED AFTER

PIPING AND ELECTRICAL WITH RESPECT TO ABOVE GROUND PERMANENT REFERENCE POINTS.

INDICATE AND DIMENSION ON THE CONTRACT AS-BUILT DRAWINGS THE LOCATION OF NEW AIR

MATCH EXISTING AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR SHALL

BY CONSTRUCTION EFFORTS, THE CONTRACTOR SHALL REPAIR AND REPLACE THE DAMAGE TO

ION AND NOTE SUCH ON THE CONTRACT AS-BUILT DRAWINGS. IF ANY UTILITIES ARE DAMAGED

RECORD THE DEPTH, SIZE, AND LOCATION OF ALL UTILITIES ENCOUNTERED DURING CONSTRUCT-

AND OTHER UNDERGROUND UTILITIES AND FIELD VERIFY LOCATIONS. THE CONTRACTOR SHALL

AVOID SPRINKLER SYSTEMS, DUCT BANKS, CONDUITS, TELEPHONE LINES, WATER LINES, SEWER

NEW CONCRETE AND AIR PIPING. SEE SHEET S208.

EL. 584.5. THE CONTRACTOR WILL HAVE LIMITED HEAD ROOM AND WORKSPACE TO INSTALL THE

CANTILEVERED BULKHEADS WILL BE UTILIZED TO DEWATER THE LOCK AT THE UPSTREAM SILL

DEWATER THE SAND BAGGED AREAS.

INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE UTILITY PUMPS TO

METHODS IN THE AREAS AROUND THE COMPRESSED AIR PIPE TO PROVIDE A DEWATERED

THE CONTRACTOR WILL BE REQUIRED TO PERFORM SAND BAGGING AND OTHER DEWATERING

WITHIN THE LOCK CHAMBER THAT AFFECTS COMPRESSED AIR PIPING WORK.

ITEMS AND ZEBRA MUSSELS. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE ALL ICE

WHICH MAY BE ENCOUNTERED INCLUDES MUD, SILT, LOGS, ROCKS, SAND, WIRE ROPE, METAL

TO ALLOW UNOBSTRUCTED INSTALLATION OF THE COMPRESSED AIR PIPING. TYPICAL DEBRIS

THE CONTRACTOR SHALL REMOVE DEBRIS IN THE LOCK CHAMBER TO OBTAIN CLEAN CONCRETE

15.

14.

13.

12.

11.

NOTES:

SAN(ABANDONED)

LEGEND:

W(ABANDONED)

E(ABANDONED)

E

G

SAN

S

T

F

AIR

WATER

C.J.

CB

RGS

M.J.

EQ.

GA.

CLR.

EL.

PE

SPC’S

PROJ.

SQ.

GALV.

MH#

CMP

C.O.

EDB

CLEAR

TREE

GRASS

CATCH BASIN

MANHOLE COVER

EXISTING ABANDONED WATER LINE

EXISTING ABANDONED SANITARY SEWER LINE

EXISTING ABANDONED ELECTRIC LINE

EXISTING ELECTRIC LINE

EXISTING GAS LINE

EXISTING SANITARY SEWER LINE

EXISTING STORM SEWER LINE

EXISTING TELEPHONE CABLE

NEW COMPRESSED AIR

EXISTING FUEL OIL SUPPLY

EXISTING OTHER UTILITIES AS IDENTIFIED

EXISTING WATER LINE

CONCRETE JOINT

CORRUGATED METAL PIPE

SPACES

PROJECTION

SQUARE

RIGID GALVANIZED STEEL CONDUIT

POLYETHYLENE

CLEAN OUT

GAGE THICKNESS

EQUAL DISTANCE

ELEVATION

MONOLITH JOINT

GALVANIZED

MANHOLE

ELECTRICAL DUCTBANK

M36

L A

Y O

U T

D O

W N

S T R

E A

M B

U B

B L E R

S

Y S T E

M

M A

T

IN

E

SEE SHEET M41

BUBBLER MANIFOLD

BUBBLER PIPING

CONCRETE FOR EMBEDMENT OF

SAWCUT MONOLITH AND TRENCH

SEE SHEET M38

DOWNSTREAM BUBBLER SCREEN

NEW WORK, SEE ELECTRICAL SHEETS

EXISTING LOWER RIGHT CONTROL STAND-FOR

SHEETS M37 & M38

BUBBLER SCREENS, SEE

INTERMEDIATE WALL RECESS

DOWNSTREAM LANDWALL AND

D J

N

J J

D

J W

B

AIRAIR AIRAIR

A I

R A I

R

N P

P

PRIOR TO FILLING VAULT WITH CONCRETE. SEE SHEET S816 FOR TRANSFORMER VAULT DETAILS.

NEW AIR PIPING SHALL BE ROUTED THROUGH NEW UTILITY CHASE IN EXISTING TRANSFORMER VAULT

EXISTING UTILITIES.

INSTALLATION. HAND EXCAVATION MAY BE REQUIRED IN VICINITIES HEAVILY CONGESTED WITH

THE CONTRACTOR SHALL TAKE PRECAUTION TO AVOID EXISTING UTILITIES DURING AIR LINE

GUTTER REMOVED DURING UTILITY INSTALLATION SHALL BE REPLACED IN KIND.

ALL CONCRETE SIDEWALK, ASPHALT PAVEMENT, GRAVEL DRIVEWAY, AND CONCRETE CURB AND

DEPTH AND AVOID THE NEW ELECTRICAL DUCTBANKS. SEE SHEETS M37 & M39.

THE CONTRACTOR SHALL RAISE THE AIR PIPES AT THE MONOLITHS TO THE CONCRETE TRENCH

SYSTEM IS TO BE INCLUDED IN THE COST OF THE BUBBLER SYSTEM.

CONCRETE REMOVAL AND PLACEMENT ASSOCIATED WITH THE INSTALLATION OF THE BUBBLER

FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

RECESSED POSITION.

THE BUBBLER SYSTEM SHALL BE INSTALLED TO CLEAR THE MITER GATES WHEN THE GATE IS IN THE

ALL CONNECTIONS SHALL BE THREADED UNLESS OTHERWISE SHOWN.

BANK WHERE FEASIBLE. SEE SHEET EL1 FOR LOCATION OF DUCTBANK.

OF 4’-0" BELOW GRADE. NEW AIR PIPING TO BE INSTALLED ADJACENT TO NEW ELECTRICAL DUCT-

LOCK CHAMBER SHALL BE SCHEDULE 40 GALVANIZED STEEL. ALL AIR PIPING SHALL BE BURIED A MINIMUM

ALL PIPES INSIDE THE LOCK CHAMBER SHALL BE SCHEDULE 40 STAINLESS STEEL. ALL PIPES OUTSIDE THE

REPAIRED PER SPECIFICATIONS.

SUPPORTS SHALL BE GALVANIZED. ANY MATERIAL COATING DAMAGED DURING INSTALLATION SHALL BE

STAINLESS STEEL. ALL MATERIAL OUTSIDE OF THE LOCK CHAMBER ON THE BUBBLER SYSTEM INCLUDING

ALL MATERIAL INSIDE OF THE LOCK CHAMBER ON THE BUBBLER SYSTEM INCLUDING SUPPORTS SHALL BE

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

P

V E

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Sheet of 238

4"W4"W4"W4"W 4"W

4"W4"W4"W4"W4"W

E

E

E

E

E E

E

T

T

T

T T

REFERENCE DRAWING R-009

10’ 10’ 10’8’6’4’6’ 2’ 2’

EL. 580.0

EL. 579.0

UNION

STRAP ANCHOR

REDUCER

ON 2�" } PIPE)

(REDUCING BUSHING

REDUCING TEE,NOZZLE,

EL. 612.5

L PINTLEC

EL. 607.25

EL. 606.0

EL. 603.25

AIR CONTROL VALVES

S T

A

A

EL. 576.0

S T

A

A

EL. 578.33

EL. 577.0

TO COMPRESSOR

4" SUPPLY LINE

M37 M41

EL. 579.5

EL. 547.5

PIPE PLUG

STAGGER BRACKETS

AIR ISOLATION VALVE

EL. 579.1

EL. 574.5

EL. 576.75

4’

M J

A

A

INSULATING COUPLING

PULLBOX

ELECTRICAL

MANHOLE

ELECTRICAL

EXISTING HANDRAIL

SEE NOTE 3

STAND

CONTROL

RIGHT

LOWER

M

A

A

BULKHEAD SLOT

EXISTING TAINTER VALVE

DIA. HANDRAIL

32" TO L OF 2" C

SEE NOTE 3

EXISTING HANDRAIL

M

A

A

14" MAX.

M

A

A

M

A

A

END OF PIPE

PIPE PLUG IN

OF ANCHOR

FIELD ADJUST LOCATION

DETAIL, SHEET M41, SEE NOTE 5

POINTING DOWNWARD, SEE NOZZLE

2"} PIPE - MANIFOLD WITH 9 NOZZLES

SEE NOTE 4

B M37 M37

GATE RECESS

4 40 8 FT

SCALE IN FEET

EL. 576.0

UNION

EL. 578.33

TYP.

ANCHOR,

STRAP

NEW CONCRETE

EL. 578.5

M.J. CONCRETE MONOLITH JOINT

EL. 578.5

RECESS FACE

EXISTING CONCRETE

NOTES:

LEGEND:

B

M37M37NO SCALE

SECTION

PLAN

ELEVATION

DOWNSTREAM - LANDWALL MITER GATE RECESS

D J

N

J J

D

J W

B M

IT

T E

R

E C

E S S

L A

N D

W A

L L

D O

W N

S T R

E A

M B

U B

B L E R

S

Y S T E

M

M37

SEE NOTE 2

HEAT TRACED PIPES,

9.91"} INSULATED

2"} PIPE - AIR SUPPLY, SEE NOTE 5

3" x 2" REDUCER

3"} PIPES

EL. 587.0

EL. 604.0

2"} PIPES

D D

N P

P

CONCRETE

EXISTING

ELEVATIONS FOR CLARITY.

PIPING SHOWN AT DIFFERENT

NOTE:

SEE SHEET M42

DETAILS AND ISOMETRIC,

FOR HEAT TRACE WIRING

DETAIL, SEE SHEET M42

FOR HEAT TRACE PIPE

SAWCUT

FENCE

REINSTALL

REMOVE AND

SEE NOTE 1

PROVIDE BOND BREAKER

SEE NOTE 2

STEEL PIPE,

STAINLESS

DIELECTRIC UNIONS

PIPE PLUGS

TO MITER GATE RECESS

FITTINGS TO CONFORM

BEND PIPING OR USE SPECIAL

CONTRACTOR SHALL CUSTOM

STAINLESS STEEL.

ALL PIPING INSIDE THE LOCK CHAMBER SHALL BE

FINAL ELEVATIONS.

COORDINATE WITH THE CONTRACTING OFFICER TO DETERMINE

AVOID EXISTING OBSTRUCTIONS PIPING NOT SHOWN.

ELEVATION OF THE SUPPLY PIPE AND MANIFOLD PIPE TO

THE CONTRACTOR MAY BE REQUIRED TO FIELD ADJUST THE

GATE RECESSES TO INSTALL THE PIPING AND CONCRETE.

DEBRIS ACROSS THE LOCK CHAMBER AND WITHIN THE MITER

THE CONTRACTOR SHALL BE EXPECTED TO REMOVE AND CLEAR

OF NEW AIR PIPE.

HANDRAILING AND FITTINGS TO ALLOW FOR INSTALLATION

THE CONTRACTOR SHALL TEMPORARILY REMOVE 2" DIAMETER

SEE SHEET M42 FOR PIPE SUPPORT DETAILS.

SUPPORTED AS SHOWN WITHIN THE GATE RECESS AREA.

WITH MITER GATE OPERATION. PIPING SHALL BE

PIPING SHALL BE INSTALLED SO AS TO NOT INTERFERE

PROVIDE COUPLINGS AS REQUIRED.

6.

5.

4.

3.

2.

1.

SAWCUT

PIPE TRENCH

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

P

V E

R

I

O W

A

Y

W

E K

R

Sheet of 238

REFERENCE DRAWING R-0010

UNION

STRAP ANCHOR

REDUCER

ON 2�" } PIPE)

(REDUCING BUSHING

REDUCING TEE,NOZZLE,

7’7’

10’10’10’ 8’ 6’ 4’ 4’2’2’

EL. 580.0

L PINTLE

C

3"} SUPPLY PIPE

3" X 2" REDUCER

B

LANDWALL

FACE LOCK

RECESS BUBBLER

ELBOW TO RIVERWALL

EL. 579.5

2’

7’7’

110’-0"

10’10’10’ 8’ 6’ 4’ 4’2’2’

EL. 577.25

C

3"} SUPPLY PIPE

3" X 2�" REDUCER

FACE LOCK RIVERWALL

RIVERWALL RECESS BUBBLER

3"} SUPPLY PIPE TO

s c r i p t i

CLARITY.

AT DIFFERENT ELEVATIONS FOR

SUPPORT CHANNEL. PIPES SHOWN

ELEVATION AND SHARE A COMMON

PIPES MAY BE INSTALLED AT SAME

STRUT ANCHOR SPACING

10’ TYPICAL

SEE SECTION

NEW CONCRETE,

END OF PIPE

PIPE PLUG IN

END OF PIPE

PIPE PLUG IN

SEE NOTE 3

SEE NOTE 3

S T

A

A

INSULATING COUPLING

EL. 612.5

L PINTLEC

EL. 607.0

EL. 606.0

DIA. HANDRAIL

32" TO L OF 2" C

EXISTING HANDRAIL

LIGHT POLE

EXISTING RECESS

S T

A

A

RECESS

LANDWALL

ELBOW TO

SEE NOTE 7

2"} PIPE - AIR SUPPLY

EL. 576.75

EL. 576.75

EL. 578.5

EL. 576.0

EL. 578.5

EL. 578.33

EL. 576.75

EL. 576.0

M.J. CONCRETE MONOLITH JOINT

EL. 578.33

EL. 576.0

M38 M41 S

T

A

EL. 579.0

SEE NOTE 7

DETAIL SHEET M42.

DOWNWARD. SEE NOZZLE

WITH 9 NOZZLES POINTING

2"} PIPE - MANIFOLD

EL. 574.5

CONCRETE

NEW

2 1/2 "} BUBBLER SCREEN

INSTALL THREADED PIPING PLUG

TO END OF NEW CONCRETE AND

EXTEND BUBBLER SCREEN PIPING

NOTES:

D J

N

J J

D

J W

B

M38

R

IV

E R

W A

L L

R

E C

E S S

S C

R E

D D

O W

N S T R

E A

M B

U B

B L E R

S

Y S T E

M

6 60 12’

SCALE IN FEET

LEGEND:

ELEVATION

DOWNSTREAM BUBBLER SCREEN

ELEVATION

DOWNSTREAM - INTERMEDIATE WALL MITER GATE RECESS

B

M38 M41

SEE NOZZLE DETAIL SHEET M42

12 SPACES @ 8’-0" = 96’-0"

NOZZLE SPACING

ALL PIPING INSIDE THE LOCK CHAMBER SHALL BE STAINLESS STEEL.

FINAL ELEVATIONS.

NOT SHOWN. COORDINATE WITH THE CONTRACTING OFFICER TO DETERMINE

THE SUPPLY PIPE AND MANIFOLD PIPE TO AVOID EXISTING OBSTRUCTIONS

THE CONTRACTOR MAY BE REQUIRED TO FIELD ADJUST THE ELEVATION OF

THREADED HEX HEAD PIPE PLUG.

EXTEND BUBBLER SCREEN PIPE TO END OF NEW CONCRETE AND INSTALL

EMBEDDED IN THE DOWNSTREAM BUBBLER SCREEN.

PIPE COUPLINGS MAY BE INSTALLED IN LIEU OF UNIONS WHERE

THE GATE RECESS AREA.

GATE OPERATION. PIPING SHALL BE SUPPORTED AS SHOWN WITHIN

PIPING SHALL BE INSTALLED SO AS NOT TO INTERFERE WITH MITER

ENTIRE WIDTH OF LOCK CHAMBER TO INSTALL THE BUBBLER PIPING.

SANDBAGGING AND DEWATERING SHOULD BE EXPECTED ACROSS THE

LOCATIONS WITH EITHER STANDING OR FLOWING WATER PRESENT.

THE CONTRACTOR SHALL EXPECT THESE AREAS TO BE WET

RECESSES TO INSTALL THE BUBBLER PIPING AND CONCRETE.

DEBRIS ACROSS THE LOCK CHAMBER AND WITHIN THE MITER GATE

THE CONTRACTOR SHALL BE EXPECTED TO REMOVE AND CLEAR

PROVIDE PIPE COUPLINGS AS REQUIRED.

8.

7.

6.

5.

4.

3.

2.

1.

D D

N P

P

B M

A

F R J

J

U L

I

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US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

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District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

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A B C D E F G H

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A N

D

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L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

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Sheet of 238

REFERENCE DRAWING R-0011

REDUCER

ELEVATION

10’ 10’ 10’8’6’4’4’ 2’2’

UPSTREAM - LANDWALL MITER GATE RECESS

2.5’

EL. 603.25

EL. 606.0

EL. 607.25

L PINTLEC

PLAN

EL. 578.5

EL.584.5

RECESS

MACHINERY

MITER GATE

DIA. HANDRAIL

32" TO L OF 2" C

10’ TYP.

END OF PIPE

PIPE PLUG IN

END OF PIPE

PIPE PLUG IN

ANCHOR

LOCATION OF

FIELD ADJUST

w/NOZZLE ON 2�" } PIPE)

(PROVIDE REDUCING BUSHING

REDUCING TEE,NOZZLE,

M.J. CONCRETE MONOLITH JOINT

EXISTING HANDRAIL

EXISTING PULLBOX

INSULATING COUPLING

STAND

CONTROL

LEFT

UPPER

M J

S T

A

M J

S T

A

M

A

S T

A

14" MAX.

PIPE TRENCH

SAWCUT

SPACING

STRUT ANCHOR

PARKING

CONCRETE

EXISTING

FENCE SWING GATE

SEE NOTE 2

M J

M J

M J

B

EL.582.45

NEW CONCRETE

SEE NOTE 5

GATE RECESS

UNIONTYP.

ANCHOR

STRAP

RECESS FACE

EXISTING CONCRETE

EL. 581.0

EL. 582.45

EL. 582.5

NEW CONCRETE

EXISTING CONCRETE

SEE NOTE 1

PROVIDE BOND BREAKER

SAWCUT

SEE NOTE 3

SEE NOTE 7

SEE NOTE 7

M39 M39

EL.582.5

EL.584.5

EL.584.0

EL.585.0

EL.581.0

EL. 612.5

SAWCUT, REMOVED AND REPLACED

AND ASPHALT DRIVE TO BE

EXISTING CONCRETE PARKING

EL.582.25

EL.579.5

SEE NOTE 8

2"} PIPE - AIR SUPPLY

PIPE PLUG

EXISTING ASPHALT DRIVEWAY

SEE ELECTRICAL SHEET E1

NEW ELECTRICAL DUCT BANK

ELECTRICAL DUCT BANK

FROM COMPRESSOR

ANIZED STEEL PIPE

SUPPLY LINE, GALV-

4" COMPRESSED AIR

D M39 M41

FENCE

REINSTALL

REMOVE AND

NOTES:

LEGEND:

B

M39M39NO SCALE

SECTION

4 40 8’

SCALE IN FEET

D J

N

J J

D

J W

B M

IT

T E

R

E C

E S S

U P S T R

E

N D

W A

L L

B U

B B

L E R

S

Y S T E

M

M39

D D

N P

P

2"} PIPES

EL. 604.0

EL. 598.0

SEE NOTE 2

HEAT TRACED PIPES,

9.91"} INSULATED

STAGGER BRACKETS

SEE SHEET M42

DETAILS AND ISOMETRIC,

FOR HEAT TRACE WIRING

DETAIL, SEE SHEET M42

FOR HEAT TRACE PIPE

3"} PIPES, SEE NOTE 4

SEE NOTE 8

SEE NOZZLE DETAIL SHEET M41,

9 NOZZLES POINTING DOWNWARD.

2"} PIPE - MANIFOLD WITH

2"} PIPE, SEE NOTE 4

FOR CLARITY.

PIPING SHOWN AT DIFFERENT ELEVATIONS

PIPE, SEE NOTE 4

STAINLESS STEEL

SEE NOTE 2

DIELECTRIC UNIONS

TO MITER GATE RECESS

FITTINGS TO CONFORM

BEND PIPING OR USE SPECIAL

CONTRACTOR SHALL CUSTOM

STEEL.

ALL PIPING INSIDE THE LOCK CHAMBER SHALL BE STAINLESS

ELEVATIONS.

WITH THE CONTRACTING OFFICER TO DETERMINE FINAL

EXISTING OBSTRUCTIONS PIPING NOT SHOWN. COORDINATE

ELEVATION OF THE SUPPLY PIPE AND MANIFOLD PIPE TO AVOID

THE CONTRACTOR MAY BE REQUIRED TO FIELD ADJUST THE

NEW CONCRETE AIR PIPING. SEE SHEET S208.

HAVE LIMITED HEAD ROOM AND WORK SPACE TO INSTALL THE

SILL EL.584.5 TO DEWATER THE LOCK. THE CONTRACTOR WILL

CANTILEVERED BULKHEADS WILL BE UTILIZED OVER THE UPPER

PROVIDE PIPE COUPLINGS AS REQUIRED.

MITER GATE RECESSES TO INSTALL THE PIPING.

CLEAR DEBRIS ACROSS THE LOCK CHAMBER AND WITHIN THE

THE CONTRACTOR SHALL BE EXPECTED TO REMOVE AND

SEE SHEET M42 FOR PIPE SUPPORT DETAILS.

SUPPORTED AS SHOWN WITHIN THE GATE RECESS AREA.

WITH MITER GATE OPERATION. PIPING SHALL BE

PIPING SHALL BE INSTALLED SO AS TO NOT INTERFERE

MAXIMUM 14" CONCRETE TRENCH DEPTH.

PIPE TRANSITION FROM 4’ EARTHEN TRENCH DEPTH TO

OF NEW AIR PIPE.

HANDRAILING AND FITTINGS TO ALLOW FOR INSTALLATION

THE CONTRACTOR SHALL TEMPORARILY REMOVE 2" DIA.

ASPHALT REQUIREMENTS.

SPECIFICATIONS FOR REPLACEMENT CONCRETE AND

CONCRETE PARKING TO TRENCH FOR AIR PIPE. SEE

CUT CONCRETE MONOLITH, ASPHALT DRIVEWAY AND

DUCTBANKS ALONG THE BACK OF MONOLITH #20. SAW-

INSTALL AIR PIPE TRENCH TO AVOID NEW ELECTRICAL

9.

8.

7.

6.

5.

4.

3.

2.

1.

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

N

A B C D E F G H

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C K

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A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

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Sheet of 238

REFERENCE DRAWING R-0012

REDUCER

2�" } PIPE)

(REDUCING BUSHING ON

REDUCING TEE, NOZZLE,

ELEVATION

ELEVATION

10’10’10’ 8’ 6’ 4’ 4’2’2’

2"} PIPE - AIR SUPPLY

3" X 2" REDUCER

2.5’

7’7’

110’-0"

10’ TYP.

3" X 2�" REDUCER

A

LANDWALL

FACE LOCK

FACE LOCK RIVERWALL

RECESS BUBBLER

ELBOW TO RIVERWALL

RIVERWALL RECESS BUBBLER

3"} SUPPLY PIPE TO

EL. 585.0

EL. 584.5

EL. 582.0

EL. 584.5

EL. 581.0

R E

C E

N D

W A

L L

EL.576.5

S T

A

A

S T

A

A

S T

A

A

EL. 575.0

EL. 581.0

SPACING

STRUT ANCHOR

10’ TYP.

SPACING

STRUT ANCHOR

SEE NOTE 3

SEE NOTE 3

END OF PIPE

PIPE PLUG IN

END OF PIPE

PIPE PLUG IN

INSTALL THREADED PIPE PLUG

TO END OF NEW CONCRETE AND

EXTEND BUBBLER SCREEN PIPING

EL. 603.25

EL. 606.0

EL. 607.25

EL. 612.5

L PINTLEC

DIA. HANDRAIL

30" TO L OF 2" C

EXISTING HANDRAILING

2�"} BUBBLER SCREEN

AT DIFFERENT ELEVATIONS FOR CLARITY

SUPPORT CHANNEL. PIPES SHOWN

ELEVATION AND SHARE A COMMON

PIPES MAY BE INSTALLED AT SAME

SEE NOTE 6

SEE NOTE 5

2"} PIPE - AIR SUPPLY

SEE NOTE 6

EL. 584.5

EL. 581.0

EL. 581.5

EL. 582.33

EL. 582.5

M40 M41

UPSTREAM BUBBLER SCREEN

UPSTREAM - INTERMEDIATE WALL MITER GATE RECESS

EL. 582.5

EL. 582.33

SEE NOTE 5

SEE NOZZLE DETAIL, SHEET M42,

9 NOZZLES POINTING DOWNWARD.

2"} PIPE - MANIFOLD WITH

EL. 584.0

WHERE EMBEDDED IN CONCRETE

STANDARD PIPE LENGTHS

INSTALL COUPLINGS AT

ALL PIPES

NOTES:

LEGEND:

D J

N

J J

D

J W

IV

E R

W A

L

R

E C

E S S

U P S T R

E

R E E

N B

U B

B L E R

S

Y S T E

M

M40

SEE NOZZLE DETAIL SHEET M42

12 SPACES @ 8’-0" = 96’-0"

NOZZLE SPACING

4 40 8

SCALE IN FEET

STAINLESS STEEL.

ALL PIPING INSIDE THE LOCK CHAMBER SHALL BE

WATERLINE. SEE SHEET S208.

SPACE TO INSTALL THE NEW CONCRETE AIR PIPING AND

CONTRACTOR WILL HAVE LIMITED HEAD ROOM AND WORK-

UPPER SILL EL. 584.5 TO DEWATER THE LOCK. THE

CANTILEVERED BULKHEADS WILL BE UTILIZED OVER THE

DETERMINE FINAL ELEVATIONS.

COORDINATE WITH THE CONTRACTING OFFICER TO

TO AVOID EXISTING OBSTRUCTIONS NOT SHOWN.

THE ELEVATION OF THE SUPPLY PIPE MANIFOLD PIPE

THE CONTRACTOR MAY BE REQUIRED TO FIELD ADJUST

SUPPORTED AS SHOWN WITHIN THE GATE RECESS AREA.

FERE WITH MITER GATE OPERATON. PIPING SHALL BE

PIPING SHALL BE INSTALLED SO AS NOT TO INTER-

LOCK CHAMBER TO INSTALL THE BUBBLER PIPING.

SHOULD BE EXPECTED ACROSS THE ENTIRE WIDTH OF

WATER PRESENT. SANDBAGGING AND DEWATERING

WET LOCATIONS WITH EITHER STANDING OR FLOWING

THE CONTRACTOR SHALL EXPECT THESE AREAS TO BE

BUBBLER PIPING AND CONCRETE.

WITHIN THE MITER GATE RECESSES TO INSTALL THE

AND CLEAR DEBRIS ACROSS THE LOCK CHANNEL AND

THE CONTRACTOR SHALL BE EXPECTED TO REMOVE

PROVIDE PIPE COUPLINGS AS REQUIRED.

7.

6.

5.

4.

3.

2.

1.

D D

N P

P

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

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A B C D E F G H

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D

I

L L I

N O I

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C O

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G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

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I I

L O

M I

S S I

S S I

P

V E

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Sheet of 238

REFERENCE DRAWING R-0013

REFERENCE DRAWING R-0014

N

J J

D

J W

B

M42

A

T

A

IL

S

II

S E C

T

IO

N S

B U

B B

L E R

S

Y S T E

M

PIPE

LOCK WASHER

IN EPOXY GROUT,(TYP.)

�"} THREADED RODS SET

TYPICAL PIPE SUPPORT

MIN.

CLAMP PLATE

�" X 3"

UNIONS AS REQUIRED

OF FITTINGS AND

CHANNEL) FOR CLEARANCE

SPACER (GALVANIZED STEEL

NO SCALE

UNION AND FACE OF WALL

�" CLEARENCE BETWEEN

PROVIDE CHANNEL TO ALLOW

STRAP ANCHOR BELOW GRADE

4"

DUCT BANK

NOTES:

EL. 604.0

HANDRAIL

EXISTING

M A

X

EXISTING FENCE

STEEL AIR PIPE

4" GALVANIZED

SEE NOTE 2

DUCTBANK(S)

NEW ELECTRICAL

SEE NOTE 1

SUPPLY PIPE,

NEW 4" O AIR

AIR PIPE DETAIL

NO SCALE

V A

R I

E S

CONDUIT (TYP)

FLEXIBLE METAL

�" LIQUIDTIGHT

(3 REQUIRED)

INSTALLED IN FD BOX

�" TO �" REDUCER

FITTING

�" LR

FITTING

�" T

(1 REQUIRED)

INSTALLED IN FD BOX

1" TO�" REDUCER

COVER (TYP)

BOX WITH GASKETED

FD TYPE CAST JUNCTION

N P

P

RECESS

CONFORM TO MITER GATE

SPECIAL FITTINGS TO

BEND CONDUIT OR USE

CONTRACTOR SHALL CUSTOM

NO SCALE

HEAT TRACE ELECTRICAL DETAIL

UPSTREAM LAND WALL SHALL BE SIMILAR (MITER GATE 2)

DOWNSTREAM LAND WALL SHOWN (MITER GATE 1)

SERVICE PIPE

INSULATION

CONDUIT

PIPE SUPPORT

S

S

(TYP.)

6"

S

S

S

L

= MAXIMUM 10’-0"

= MAXIMUM 5’-0"

SPANS BETWEEN PIPE SUPPORT CENTERS

S

S

NO SCALE

AIR GAP

HEAT TRACE TUBE

TUBE

5’ CAPILLARY

(BOTH ENDS)

WELDED

CONTINUOUSLY

(BOTH ENDS)

WELDED

CONTINUOUSLY

A MINIMUM OF 2 PIPE SUPPORTS.

FOR SIX FOOT LENGTH, PROVIDE

HEAT TRACE PIPE ASSEMBLY DETAIL

LOCK MONOLITH

CONCRETE

EXISTING

STEEL CONDUIT

1" RIGID GALVANIZED

STEEL CONDUIT

�" RIGID GALVANIZED

TO SNAG RACEWAY WHEN WATER IS AT HIGH LEVELS

TIGHT TO CONCRETE SO FLOATING DEBRIS IS NOT LIKELY

3. KEEP RIGID CONDUITS AND LT. FLEXIBLE CONDUITS

NEW ELECTRICAL DUCTBANKS WHERE PRESENT.

2. THE CONTRACTOR SHALL ROUTE NEW AIR PIPE TO AVOID

TRENCH DEPTH SHALL NOT EXCEED 14".

THE BOTTOM OF TRENCH ALONG THE LANDSIDE MONOLITHS.

1" CLEARANCE BETWEEN THE BOTTOM OF THE PIPE AND

1. PROVIDE SUFFICENT DEPTH OF AIR PIPE TO MAINTAIN

AND WIRING

FIELD CONDUIT

SERVICE PIPE

INSULATION

5’-0"

2"

AIR GAP

NO SCALE

HEAT TRACE WIRING DETAIL

PIPE CLAMPS

CONDUIT

END SEAL ASSEMBLY

SELF-REGULATING HEATER CABLE

CABLE INSTALLATION

SELF-REGULATING HEATER

SILICONE CAULK AFTER

CAPILLARY TUBES WITH

SEAL ENDS OF HEAT AND

GASKET

BOX COVER

BOX COVER

CONDUIT LOCKNUT

JUNCTION BOX

CONDUIT

METAL FLEX

LIQUID-TIGHT

LOCKNUT

GROUND

NO SCALE

HEAT TRACE WIRING ISOMETRIC

GASKET

ADAPTER

BOX

STAND-OFF

PIPE CLAMPS

HEAT TUBE

HEATER CABLE

SELF-REGULATING

CABLE INSTALLATION

CAULK AFTER HEATER

TUBE WITH SILICONE

SEAL ENDS OF HEAT

HEATER CABLE (TYP)

OF SELF-REGULATING

END CAP AT END

NOT SHOWN FOR CLARITY)

SPACERS, AND CONDUIT

PIPE - (INSULATION,

2"} COMPRESSED AIR

CONSTRUCTION

NON-STANDARD

U-GROMET - DOUBLE OR

PRODUCTS

O-GROMET - OVERJACKET

SEALING GROMET (SPECIFY)

CONDUCTORS & GROUND

CURRENT CARRYING

WATER PROOF SPLICE,

CONDUIT

RIGID

PIPE

1’-0"

LOCK WASHER

IN EPOXY GROUT,(TYP.)

�"} THREADED RODS SET

TYPICAL PIPE SUPPORT

MIN.

CLAMP PLATE

�" X 3"

UNIONS AS REQUIRED

OF FITTINGS AND

CHANNEL) FOR CLEARANCE

SPACER (STAINLESS STEEL

NO SCALE

UNION AND FACE OF WALL

�" CLEARENCE BETWEEN

PROVIDE CHANNEL TO ALLOW

STRAP ANCHOR IN CHAMBER

NOTE:

WORK ON THE BUBBLER SYSTEM IN THE FUTURE.

�" DIAMETER. THIS IS REQUIRED TO ALLOW DIVERS TO

BOLT SIZE ASSOCIATED WITH THE CLAMP PLATE SHALL BE

WITH THE �" THREADED ROD, THE MINIMUM ALLOWABLE

1. IF THE CONTRACTOR DOES NOT SECURE THE CLAMP PLATE

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

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L O

M I

S S I

S S I

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Sheet of 238

REFERENCE DRAWING R-0015

B

J J

D

D J

N

N P

P

10 100

SCALE IN FEET

BUBBLER PIPING AND COMPRESSOR PLAN

M43

P L

A N

A

M P

R E S S

O R

B U

B B

L E R

P

IP

IN

G

COMPRESSED AIR SYSTEM

REFEED EXISTING BUILDING

AIR SYSTEM

BUILDING COMPRESSED

REFEED EXISTING

ON SHEET M42

PIPING, SEE NOTE 2

COMPRESSED AIR

GALVANIZED STEEL

4" DIA. SCHED. 40

KEY NOTES:

MANHOLE #2

POLYETHYLENE REQUIREMENTS.

SEE SPECIFICATION SECTION 02510a FOR

WATER LINE SHALL BE PRESSURE TESTED.

SHALL BE 2" WELDED POLYETHYLENE. THE

STEEL WATERLINE. THE NEW WATERLINE

FIBER DUCT AFTER REMOVAL OF THE EXISTING

16380-3.2.1.3. FOR CLEANING THE 4 INCH

00800-1.1.2, 16380-3.2.1.2, AND

CALLED OUT IN SPECIFICATION SECTIONS

CONTRACTOR SHALL FOLLOW THE PROCEDURES

SHEET R20 FOR DUCT BANK LOCATION. THE

#2 AND #5. SEE SECTION H-H ON REFERENCE

THE EXISTING WATERLINE BETWEEN MANHOLE

WALL. THE CONTRACTOR SHALL DEMOLISH

TOP OF MANHOLE #5 ON THE INTERMEDIATE

THRU CROSSOVER TO ELBOW CONNECTION AT

FROM FIRST UNION AT TOP OF MANNOLE #2

GALVANIZED STEEL NON-POTABLE WATERLINE

CONTRACTOR SHALL REPLACE EXISTING 2"ON SHEET M42

PIPING, SEE NOTE 2

COMPRESSED AIR

GALVANIZED STEEL

1-1/2" DIA. SCHED. 40

COALESCING OIL FILTER

COMPRESSOR AND

EXISTING AIR

ON SHEET M42

PIPING, SEE NOTE 2

COMPRESSED AIR

GALVANIZED STEEL

1-1/2" DIA. SCHED. 40

DRAIN IN MANHOLE #2. SEE DETAIL BELOW.

CONTRACTOR SHALL PROVIDE A LOW POINT

LOW POINT DRAIN

NO SCALE

1�"

AIR

N

�" BALL VALVE

B M

A

F R J

J

U L

I

T

BUILDING

GENERATOR

STAND-BY

CENTER

VISITOR

BUILDING

MAINTENANCE

STATION

CENTRAL CONTROL

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

M

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

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Sheet of 238

E

E

RW RW RW RW

W

S

E

E E

ST ST

E

E

S

S

S

E

E E

S

S

W

4"W4"W4"W

4"W4"W

E

E

E

E

T T

LP GAS

E E

E

E

S

S

S

S

S

ST

E

E

E

AIRAIR

A I R

A I R

A I R

AIR AIR

A I

R

A I

R A I

R

A I

R

A I R

A I R

A I R

REFERENCE DRAWING R-0016

R

B G

R

J W

B

FLOW

FLOW

T11

P11 P12 P13 P14

P16 P17 P18 P1G T10

P11 P15

P18

P12

P1A

CE8CEI

P1AP18 P19 GND

P13 P14 P17

JB-E

JB-A

C1A C1B C1C C1D C1E C1G C1I C1L C1T

C1A C1B C1C C1D C1E C1G C1I C1L

CAI

GNDCA

A

E

V A

T

IO

N L

A N

D W

A L L

P

L A

N D

O W

N S T R

E A

M

CE9 CW1

P1A

CW1

GND

CW1

T11

P15

P11

P12 P16

CE

CAI

C1T CA

CE9 CW1

T10

UNIT ON NEW CONCRETE PAD, SEE

REINSTALL EXISTING TOW HAULAGE

PR-"E"

NO. 1, SEE

L.R. MITER GATE

MH-C1, SEE

PR-"A"

NO. 1, SEE

L.R. TAINTER VALVE

MH-C1

1.

STAND, SEE

NEW CONTROL

L.R. MITER GATE RECESS

GATE RECESS

L.R. TAINTER

STATION

LOWER GAUGING

(TYP)

SEE NOTE 1

(TYP)

SEE NOTE 1

SEE

LOWER GAUGING STATION,

P18 P19

P1P

P1P

CW1

L18

L1C L1H L1G

L1K

L12 L19 L1C L1G L1H

L1K

L12 L19 L1A L1B L1K

GND

L12 L19 L1A L1K

GND

L12 L19

L12 IN (1) 2’’ CONDUIT

IN (1) 2’’ CONDUITL12

L1G

GND

C1PC10

C1PC10

2.

JB-11, SEE

IN (2) 2’’ CONDUIT

GENERAL NOTES

SECTIONS, DETAILS AND

NEW DUCT BANK, SEE

LOWER GAUGING STATION RECESS

18’’

30’’20’’24’’

D D

EL4 EL77

EL4 EL69

EL4 EL29

EL4 EL13

EL4 EL27

EL21EL21

EL4EL4

DOWNSTREAM LANDWALL PLAN VIEW

EL4EL4

DOWNSTREAM LANDWALL ELEVATION VIEW

GENERAL NOTES:

10 100 20’

SCALE IN FEET

EL4 EL76

EL4 EL13

EL4 EL68

E

E L

E L

D

E L

E L

C

E L

E L

B

E L

E L

C O

N T I N

U

M A

T

N

E

C O

N T I N

U

M A

T

N

E

I

E L

E L

NEW TRAFFIC LIGHTS (TL-1)

EXISTING LIGHT POLE WITH

GND

L1GL1C L1H

P1G L11

P1G

P1A

FD-6, (LP-6), (LP-11)

SEE

AND TRANSFORMER T-3

JB-11

EL4 EL12

3.

FOR DUCT EXPANSION/CONTRACTION JOINTS.

COORDINATE SPECIAL FEATURES AS REQUIRED

SEE LEGEND ON SHEET EL3.

SHOWN.

QUANTITIES ARE NOT LIMITED TO THE EXAMPLES

EXAMPLES ARE IDENTIFIED ON THIS SHEET, BUT

DUCTS AT ALL LOCATIONS AS IDENTIFIED ON DETAIL

PROVIDE FLEXIBLE COUPLINGS IN CONCRETE EMBEDDED

L1A

L11

L11

C O

N T I N

U

C O

N T I N

U

(1) 2’’, (1) 1’’, AND (1) �’’ CONDUIT

SEE NOTE 3

IN (2) 2’’ CONDUIT.

MANHOLE TO FIXTURE FB

(1) 2’’ CONDUIT FROM EXISTING

GND

P16

P15

FIXTURE FB-1, SEE

FB-1, LP-38

IN 1" CONDUITP1H

M42 FOR DETAILS.

CONDUIT & WIRING. SEE SHEET

PIPE HEATERS JUNCTION BOX,

NEW HIGH VOLUME BUBBLER AIR

BREAK COUPLING FIXTURE

NEW FX-1 TOW

BELOW TOP OF CONCRETE

TOP OF DUCTBANK IS APPROX. 0.3’

HIGH POINT OF DUCT BANK -

4.9’

SLOPES 1%

DUCTBANK

SLOPES 1%

DUCTBANK

APPROX.

TO FD4-1L1L

FD-5N, (LP-2), (LP-11)

GND

L1P

JUNCTION BOX

NEW LIGHTING

L1L L1P

EL4.1

SP SP

C1

TO

SP

TO

MH

SP

(TYP)

SEE NOTE 1

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

E

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

P

V E

R

I

O W

A

Y

W

E K

R

Sheet of 126

REFERENCE DRAWING NO. 0017

FLOW

A

T

N T I N

U

8FLOW

P24

P23P22P21

C2A

P2EP28P27P26P25 GND

P02P01C80

P05

P04

P13P12P11

C1T

P14 P18P17P16

GNDP1D

P27P24P23

GND

CW2CF9

P25P24P23

P28P27P26 T20P2A

P22P21 P26P25

P28

CW2

P29

W

P21

C2T

P22

B G

R

K R

R

J W

B

C20C10

C1LC1IC1GC1EC1DC1CC1BC1A

C2B C2C C2D C2F C2H C2I

CF9

C2T

C2A C2B C2C C2D C2F C2H C2I C2L CB

T21P2EP2A

JB-F

JB-B

C2A C2B C2C C2D C2F C2H

C2I C2L

C2LC2IC2HC2FC2DC2CC2BC2A

SEE NOTE 3

CF

P25 P26 P28 P2A

GND

CW2

CB CBI

CF9

MATCH LINE CONTINUED ON EL3

T20

C2L

T20

CW2

GND

CFI CF8

GND

P22P21

CBI CF9CB

T20

CE9 CW1

GND

FG FG

SEE

JIB CRANE,

PR-"B"

NO.2, SEE

U. R. TAINTER VALVE

MH-2

NO. 2, SEE

U. R. MITER GATE

PR-"F"

MH-C2, SEE

MH-C2

CF CFI CF8 GND

GATE RECESS

U.R. MITER

GATE RECESS

U.R. TAINTER

(2) 2’’ CONDUITS

P2P

P2P

P2P

P21

P22 P26P25

L22

L28

L12 L19 L1A L1D L1K

L21 L2A

FG, (LP-34)FG, (LP-34)

L2A

L21 L2A

CW2 L23 L26 L2A L2G L2K

P2A L24 L26 L2A L2K P2A

L20 L20

GNDL21 L2A

L23 L26 L2A L2G

T22

L22

C10 C1P

P1A

C20

C2P C2T

P2P

C20 C2P

C20 C2P

C20 C2P C2T

P28 P2CL22CW2

P29

L2K

GND

GND

L2G

JB-21, SEE

SEE EL25

SHED

SCOOTER

NEW

38’’ 18’’26’’ 26’’ 19’’

18’’26’’30’’

EXISTING TREE ROOTS

CONTRACTOR TO REMOVE

EXISTING SEWER TO REMAIN

P L

E

V A

T

IO

N

U P P

N D

W A

L L

D D

EL77

EL6

EL68

EL6

EL30

EL6

EL69

EL6EL28

EL6

EL12

EL6

EL13

EL6

EL10

EL6

10 100 20’

SCALE IN FEET

EL6EL6

UPSTREAM LANDWALL PLAN VIEW

EL6EL6

UPSTREAM LANDWALL ELEVATION VIEW

NOTES:

A 2 E

L

E L

EL19

A

EL6

E L

A

E L

A 2 E L

E L

B 2 E

L

E L

C 2 E

L

E L 6 D

2 E L

E L

E 2 E

L

E L

F 2 E

L

E L

EL13

EL6

EL6 EL76

G 2 E

L

E L

STAND, SEE

NEW CONTROL

EL13

EL6

M A

T

N

N T I N

U

E V

A T I

V

O V

E

M A

T

N

N T I N

U E

D

M A

T

N

N T I N

U

L O

W

E V

A T I

L O

W

M A

T

N

N T I N

U E

D

M A

T

N

N T I N

U

O V

E

SHEET

MH-2, SEE

P1D P1F

L26 L2K

P2E

S B

GNDP0B

L26 L2K

P2A

L25 IN �’’ C

CENTRAL CONTROL HOUSE

FLAG POLE

EXISTING

L26 L2K P2E

P2H IN 1’’ C

P2E

P2E

DRAWINGS

STRUCTURAL

STATION, SEE AND

UPPER GAUGING

GATEWELL MANHOLE

IN (2) 3’’ CONDUITS INTO

GND

P28

NEW MH-3, SEE

T-2

(ON ROOF TOP)

AIR HORN

SEE NOTE 6

SEWER MANHOLE

EXISTING ABANDONED

STRUCTURAL DRAWINGS

OF EXISTING VAULT WITH

COORDINATE FILLING

3 ON EL4

SEE NOTE

STATION RECESS

UPPER GAUGING

GND

IN �’’ C

GAUGE

TEMP.

GND

BY OTHERS)

REMOVED AND REINSTALLED

GAUGE IS NOT SHOWN) WILL BE

GAUGE & RAIN GAUGE (RAIN

LOCATION (THE EXISTING TEMP.

�’’ C FOR TEMP. GAGE IN SAME

REMOVE AND REINSTALL NEW

P15

FB-2, LP-38

(1) 2" CONDUIT

FIXTURE FB-2, SEE

SHEET M42 FOR DETAILS

BOX, CONDUIT & WIRING. SEE

AIR PIPE HEATERS JUNCTION

NEW HIGH VOLUME BUBBLER

FUTURE USE BY OTHERS.

TEMP SENSOR. CAP FOR

NEW 2’’ CONDUIT FOR WATER

L2J

L20 IN �’’ C

FK, (LP-34)

FI & PHOTOCELL, (LP-39)

�" C TO INSTRUMENTATION

M A

T

N

E

S

L

E

L

NO. 5 ON I-WALL

LOCATION SHALL BE ON TOP OF MANHOLE

STATION SHALL BE BY OTHERS. NEW

REMOVAL AND RELOCATION OF MET

DURING ALL CONSTRUCTION. COORDINATE

MAINTAIN PROTECTION OF EQUIPMENT

TEMPORARY CONNECTIONS BY OTHERS.

EXISTING MET STATION. COORDINATE

SLOPES 1%

DUCTBANK

PULLBOX.)

DOWN 1% TO THE NEXT

THE DUCT BANK SLOPES

CRETE AND FROM THERE,

0.36’ BELOW TOP OF CON-

OF DUCTBANK IS APPROX.

(AT THE HIGH POINT, TOP

POINT OF DUCT BANK

APPROX. 63.2’ TO HIGH

UNIT(SEE NOTE 7)

A/C CONDENSING

FD-9N, (LP-34), (LP-13)

(PB-NOTE 4)

PULLBOX

P1G P1P T10 T12 GND GND GND

L1P

EL6.4

L2J

L2J L29

L29 GND

BOX

JUNCTION

LIGHTING

L23 L24

L26 GND

OF PULLBOX

(3) 2" CONDUITS OUT

BOX

JUNCTION

LIGHTING

L2J

L29

(LP-34)

FD-10,

L2J

7.

6.

5.

4.

3.

2.

1.

TO DIRECTLY ABOVE T-2 ON BRACKETS ON CCS WALL.

AC CONDENSING UNIT ACTUALLY EXISTS OR WILL BE RELOCATED BY OTHERS

FILLING.

STRUCTURAL DRAWINGS FOR MANHOLE FINAL PREPARATIONS FOR

PENETRATE AND USE MANHOLE FOR DUCTBANK AS REQUIRED. SEE

AT BOTH ENDS.

SEAL EXISTING CONDUITS FROM MH-2 TO EXISTING GASOLINE DISPENSER

FLUSH WITH TOP OF LOCK WALL.

NOMINAL INTERIOR DIMENSIONS SHALL BE 18’’Wx18’’Lx12’’D INSTALLED

WITH HEAVIER DUTY TRAFFIC ANTI-SKID OR CHECKERED GASKETED COVER.

INSTALL NEW FLUSH MOUNT FLANGED CAST IRON SIDEWALK TYPE BOX

FOR MAIN LOCK CROSSOVER CONDUCTORS SEE SHEET EL1.

INSTALL NEW CONDUCTORS IN EXISTING MAIN CROSSOVER DUCT BANK.

SEE LEGEND ON SHEET EL3.

SEE GENERAL NOTES ON SHEET EL4.

CW2 CW4

L21CW4

CW4

CW4

CW4

V20

GND

V20

V20

CBI

V20

GNDV20

TRAFFIC LIGHTS, TL-1

POLE FD-9N WITH

NEW LIGHT

CONDUIT

(1) 2’’

ON S.W. SIDE

JIB CRANE DISCONNECT

SP

SPARE 2" CONDUIT

L01 G7 G8 G9 G10 G11

T50

C81

CONDUIT

(1) 2", (1) 1", AND (1) �"

COUPLING LIGHT

NEW FX-2 TOW BREAK

(LP-6,LP-13)

CONCRETE PAD, SEE

HAULAGE UNIT ON NEW

REINSTALL EXISTING TOW

FD4-3N

TO

GND

V20T21 T22

SP

NOTE

8.

NOTES CONTINUED:

MH-3 TO JB-B TO CB2

2 SPARE CONDUITS FROM

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

E

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

P

V E

R

I

O W

A

Y

W

E K

R

Sheet of 126

E

E

E

E

E

ST

REFERENCE DRAWING NO. R-0018

G

R

K R

R

J W

B

BOX FRAME

CONTINUOUS TO JUNCTION

TOP SLAB SHALL BE

ALL SIDES

FORM SMOOTH

PVC END BELLS

NECESSARY FOR

BREAK OUT AS

(TYPICAL)

TYPES, SIZES & LOCATIONS

SEE PLANS FOR CONDUIIT

FLOW

INSTALL NEW MANHOLE

LADDER, SEE

(4) BOLTS

FRAME AND LID WITH

JUNCTION BOX

1.

FLOW

SEE

BRACKETS (TYP.)

SEE

BRACKETS (TYP.)

P U

L L B

X

T

A

IL

S M

A N

H O

D

DRAWINGS

SEE STRUCTURAL

DRAWINGS

SEE STRUCTURAL

EXTEND MANHOLE

D D

EL21

EL12

EL21

EL12

EL21

EL12

EL21

EL12

EL77

EL12

EL21

EL12

EL77

EL12

EL21

EL12

EL21

EL12

EL21

EL12

EL21

EL12

EL12

EL21

EL12

EL12EL2

EL12EL8

EL12EL7

EL12EL6

EL12EL5

MANHOLE MH-1 MANHOLE MH-C5 MANHOLE MH-C6

NOTE:

4 4’0

SCALE IN FEET

4 4’0

SCALE IN FEET

4 4’0

SCALE IN FEET

A

EL12EL12

SECTION

A

EL12 EL12

GUIDE WALL PULLBOX PLAN (TYP)

EL12EL44 4’0

SCALE IN FEET

NEW MANHOLE MH-3

TRANSFORMER T-3 AND JB-11

35’’

4 4’0

SCALE IN FEET

MH-C1

CONDUITS TO

FACING LOCK

THE RIVERWARD SIDE OF FENCE

THE NEW FENCE IMMEDIATELY TO

INSTALL ASSEMBLY ADJACENT TO

JB-11

GALVANIZED HARDWARE (TYP.)

ENCLOSED CIRCUIT BREAKER (NEMA 3R)

T-3

NEMA 3R

FITTING

DRAIN

TOP OF WALL

4 4’0

SCALE IN FEET

SPECIFICATION SECTION 16375.

MANHOLE NOTES, SEE DRAWING EL1O AND

PULL BOX DETAILS CONFORM TO GENERAL

23’’ MANHOLE I.D.

35’’ MANHOLE I.D.

24’’ X 24’’ X 10’’ AISI 304 S.S. HINGED JBOX. NEMA 3R

MOUNTING PLATE

�’’ HOT DIPPED GALVANIZED STEEL

CONDUITS

2’’ RGS

(TYP. 2)

W/ PIPE CAPS ON TOP

3’’ GALVANIZED PIPE

2’’

SEE

BRACKETS (TYP.),

SEE

GROUND BAR,

VERTICAL MOUNT

SEE (TYP.)

2’’

COUPLING (TYP.)

PIPE & CONDUIT

EL12EL4

JUNCTION BOX DETAIL

LOCK LIGHT TERMINAL SPLICE/TAP

NOT TO SCALE

CONDUIT

�’’ RGS

SEE NOTE 4

POLE HINGE

(SEE NOTE 4)

TIP-DOWN

DIRECTION OF

FLOW

ELEV. 612.5

TOP OF WALL

CAST HINGED ENCLOSURE

16" X 12" X 8" NEMA 4

SEE

GROUND BAR,

VERTICAL MOUNT

SEE

MANHOLE LADDER,

INSTALL NEW

EL77

EL12

SEE

GROUND BAR,

VERTICAL MOUNT

FLOW

SEE TYP.

SEE (TYP.)

EL77

EL12

SEE (TYP.)

ELEV. 615.5

RGS ENDCAPS

TIP DOWNSTREAM.

AND JUNCTION BOX, APPROXIMATELY 3 FEET APART. NOTE THAT TYPICALLY THE LIGHT STANDARDS

HITTING THE JUNCTION BOX, YET FAR ENOUGH TO ALLOW WORKSPACE AROUND THE LIGHT STANDARD

STANDARD AND THE JUNCTION BOX SHALL BE SUCH THAT THE POLE CAN BE TIPPED DOWN WITHOUT

4. FOR JUNCTION BOXES THAT ARE NOT IN-LINE WITH A FENCE, THE DISTANCE BETWEEN THE LIGHT

TO FIT (WHERE APPLICABLE FOR FD FIXTURES ONLY. SEE ALSO SHEET EL1).

ALLOW ALIGNMENTS OF HANDRAILS AND FENCES TO BE IN-LINE & THIS ASSEMBLY TO BE OFFSET

3. EMBED CONDUITS IN LOCKWALL OR FASTEN BEHIND GUIDEWALL. COORDINATE POSITION & LOCATE TO

FOR EVERY CONDUCTOR ENTERING/EXITING ENCLOSURE.

2. PROVIDE 90 DEGREES C POWER BLOCKS FOR CU WIRES FOR TERMINATION, TAP, AND CONTINUATION

FD FIXTURE LIGHT STANDARD ON THE GUIDEWALLS, LOCKWALLS, INTERMEDIATE WALL, AND RIVER WALL.

1. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THIS JUNCTION BOX SHALL BE INSTALLED AT EACH

NOTES:

STEEL MOUTING PLATE

HOT-DIPPED GALVANIZED �"

TO RGS FOR RISER

2’’ CONDUIT. TRANSITION

2’’ CONDUIT. TRANSITION TO RGS FOR RISER

CAST HINGED ENCLOSURE ON STEEL MOUNTING PLATE.

5. MOUNT THE NEMA 3R WEATHERPROOF RECEPTACLE APPROXIMATELY 5" FROM THE NEMA 4

AND SPECIFICATIONS

RECEPTICLE, SEE NOTE 5

NEMA 3R GFI, WEATHERPROOF

FLEX CONDUIT

�" LIQUID TIGHT

EL12.1

FD3-2N, FD4-3N, AND THE GUARD WALL NAV. LT. POLE.

FOR LIGHT POLES FD-1N, FD1-5N, FB-3A, FD2-1N, FD2-7N,

POLES. LIGHTING JUNCTION BOXES SHALL BE ADDED

FOR IDENTIFICATION OF THESE BOXES FOR LIGHT

CONDUITS FROM ITS PULLBOX. SEE PLAN DRAWINGS

BOX FOR LIGHT POLE FD3-1 REQUIRES FOUR (4) 2"

PULLBOX TO ROUTE CABLES. LIGHTING JUNCTION

2" CONDUITS ROUTED FROM THEIR RESPECTIVE

FD2-3, FD2-4, FD2-5, FD2-6, FD2-7N REQUIRE THREE (3)

FD-10, FD-12, FD1-1, FD1-2, FD1-3, FD1-4, FD1-5N, FD2-2,

LIGHTING JUNCTION BOXES FOR LIGHT POLES FD-3,

SEE

GROUND BAR,

VERTICAL MOUNT

SEE

(TYPICAL),

BRACKETS

SEE

MANHOLE LADDER,

INSTALL NEW

ADDED BREATHERS

STEEL PIPE (2 TYP.)

3" GALVANIZED

2’’ RGS CONDUITS

�’’ RGS CONDUIT

FD FIXTURE

TYPICAL

B M

A

F R J

J

U L

I

T

US Army Corps of Engineers

A

B C D

E F G H

Number:

Reference

Sheet

S c a l e

D r a

District Rock Island c p w w o r k i n g m v r b e d d b m a d m s

E

D G

N

A B C D E F G H

R O

C K

I

S L

A N

D

I

L L I

N O I

S

C O

R

G I

N E

E R

S

U

G I

N E

S T

R I

C T

D e s i g n

C h e c k

R e v i e w

D a t e

P r o j e d e

S o l i c i t a t i m b e r

O W

N

D e s c r i p t i o n

D a t e

S y m b o l

R e v i s i o n s

A p p r o v e d

M A J

H A

B I

L I

T A

T I

A G

E

I I

L O

M I

S S I

S S I

P

V E

R

I

O W

A

Y

W

E K

R

REFERENCE DRAWING NO. R-0019

R

K R

R

J W

B

D D

C A

B L E

S

C H

E D

U L E

II

P20 10 120 �" U.R. MITER GATE RECEPTACLE JUNCTION BOX "JB-F" U.R. MITER GATE OUTLET2 10 SINGLE

P10 10 120 �" L.R. MITER GATE OUTLET JUNCTION BOX "JB-E" L.R. MITER GATE OUTLET2 10 SINGLE

P40 10 120 �" U.L. MITER GATE OUTLET JUNCTION BOX "JB-H" U.L. MITER GATE OUTLET2 10 SINGLE

SINGLE102 L.L. MITER GATE OUTLETJUNCTION BOX "JB-G"L.L. MITER GATE OUTLET�"12010P30

PF4 6 480 N/A TOW HAULAGE ENGINE MOTOR STARTER3 2 W

N/APF2 8 480 N/A MITER GATES MOTOR3 2 W

43 MOTORTAINTER VALVESN/A4808PF1

P4C

P04

3 LOCK 120/208 VOLTS TRANSFORMER "T-2"* PANEL "MP"4 500 SINGLE

6 AS NOTED PANEL "LP" PANEL "MP" PANEL "LP"4 1 SINGLE

P07 480 AS NOTED SWITCHBOARD "SB-1"3 350 MULTI

P06 480 AS NOTED SWITCHBOARD "SB-1"3 350 MULTI

6 4803

10 4803 8 MULTI

P1C

6 480 AS NOTED LOWER GUIDEWALL BARGE OUTLET3 2 MULTI

P1B

P1A

2/0 480 AS NOTED BUBBLER AIR COMPRESSOR BUBBLER COMPRESSOR3 350 MULTI

P2B

10 480 AS NOTED3 6 MULTI

6 480 AS NOTED UPPER GUIDEWALL BARGE OUTLET3 2 MULTI

P3B

6 480 AS NOTED3 2 MULTI

P4D

3 480 SWITCHBOARD "SB-1"3 2/O SINGLE

P27 8 480 AS NOTED U.R. VALVE MAINTENANCE OUTLET POWER OUTLET "PR-B1"3 2 MULTI

P26 8 480 AS NOTED U.R. GATE MAINTENANCE OUTLET POWER OUTLET "PR-F1"3 2 MULTI

P25 10 480 AS NOTED UPPER RIGHT AIR COMPRESSOR POWER OUTLET "PR-F4"3 6 MULTI

P24 SWITCHBOARD "SB-1" MOTOR OUTLET "PR-B2"

P23 10 480 AS NOTED U.R. TAINTER VALVE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-B3"3 6 MULTI

P22 8 480 AS NOTED U.R. MITER GATE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-F2"3 2 MULTI

P21 8 480 AS NOTED U.R. MITER GATE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-F3"3 2 MULTI

P17 8 480 AS NOTED L.R. VALVE MAINTENANCE OUTLET POWER OUTLET "PR-A1"3 2 MULTI

P16 8 480 AS NOTED L.R. GATE MAINTENANCE OUTLET POWER OUTLET "PR-E1"3 2 MULTI

P14 8 480 AS NOTED L.R. TAINTER VALVE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-A2"3 4 MULTI

P13 8 480 AS NOTED L.R. TAINTER VALVE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-A3"3 4 MULTI

P12 8 480 AS NOTED L.R. MITER GATE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-E2"3 2 MULTI

P11 8 480 AS NOTED L.R. MITER GATE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-E3"3 2 MULTI

P47 8 480 AS NOTED U.L. VALVE MAINTENANCE OUTLET SWITCHBOARD "SB-1" POWER OUTLET "PR-D1"3 2 MULTI

P46 8 480 AS NOTED U.L. GATE MAINTENANCE OUTLET SWITCHBOARD "SB-1" POWER OUTLET "PR-H1"3 2 MULTI

P45 10 480 AS NOTED UPPER LEFT AIR COMPRESSOR SWITCHBOARD "SB-1" POWER OUTLET "PR-H4"3 6 MULTI

P44 10 480 AS NOTED U.L. TAINTER VALVE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-D2"3 6 MULTI

P43 10 480 AS NOTED U.L. TAINTER VALVE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-D3"3 6 MULTI

P42 8 480 AS NOTED U.L. MITER GATE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-H2"3 2 MULTI

P41 8 480 AS NOTED U.L. MITER GATE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-H3"3 2 MULTI

2/0

MULTI23 POWER OUTLET "PR-31"SWITCHBOARD "SB-1"INTERMEDIATE WALL BARGE OUTLETAS NOTED4806P3A

P01 480 LOCK MAIN FEEDER3 500 SINGLE

P02 LOCK MAIN FEEDER

P05

P31 480 AS NOTED L.L. MITER GATE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-G3"3 2 MULTI

P32 480 AS NOTED L.L. MITER GATE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-G2"3 2 MULTI

P33 480 AS NOTED L.L. TAINTER VALVE MOTOR-FAST SWITCHBOARD "SB-1" MOTOR OUTLET "PR-C3"3 6 MULTI

P34 480 AS NOTED L.L. TAINTER VALVE MOTOR-SLOW SWITCHBOARD "SB-1" MOTOR OUTLET "PR-C2"3 6 MULTI

P36 480 AS NOTED L.L. GATE MAINTENANCE OUTLET SWITCHBOARD "SB-1" POWER OUTLET "PR-G1"3 2 MULTI

P37 480 AS NOTED L.L. VALVE MAINTENANCE OUTLET SWITCHBOARD "SB-1" POWER OUTLET "PR-C1"3 2 MULTI

TYPESIZENO.

CABLE

DESIG.

CONDUCTORS

TO:CONDUIT CIRCUIT DUTY: FROM:

CKT.

VOLT.DIA.

GND

SIZE

CONDUCTORS

DESIG.

CABLE

NO. SIZE TYPE SIZE

GND

DIA. VOLT.

CKT.

FROM:CIRCUIT DUTY:CONDUIT TO:

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/A

N/ASINGLE5003 TRANSFORMER T-1LOCK MAIN SERVICE ENTRANCE3"480N/AP91

P92 N/A 480 3" LOCK MAIN SERVICE ENTRANCE TRANSFORMER T-1SINGLE N/A

P93 N/A 3" TRANSFORMER T-11 SINGLE N/A

SWITCHBOARD "SB-1"INTERMEDIATE WALL BARGE OUTLET POWER OUTLET "PR-32"

AS NOTED

AS NOTED

MULTI

MULTI

P4B

P4A

3 2

6 10

480 SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

UPPER I-WALL WALL BARGE OUTLET POWER OUTLET "PR-41"

P19

P18

L.R.C.S. "PANEL P1"

LOWER TOW HAULAGE UNIT

MULTI

MULTI23

5 10 AS NOTED

AS NOTED6 480

12010

POWER OUTLET "PR-11"

P1E

MULTI3 10 AS NOTED480

P1D

P29

P28 UPPER TOW HAULAGE UNIT

MULTI

MULTI3

10 AS NOTED

AS NOTED

10 U.R.C.S. "PANEL P2"

POWER OUTLET "PR-21"

P09

P08

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

�"SINGLE2 10 N/A 10 120 JUNCTION BOX "JB-A"L.R. TAINTER VALVE OUTLET L.R. TAINTER VALVE OUTLET

SINGLE2 10 N/A 10 120 JUNCTION BOX "JB-B"U.R. TAINTER VALVE OUTLET�" U.R. TAINTER VALVE OUTLET

�"SINGLE

P3C

2 10 N/A 10 120 JUNCTION BOX "JB-C"L.L. TAINTER VALVE OUTLET L.L. TAINTER VALVE OUTLET

SINGLE102 10N/A 120 JUNCTION BOX "JB-D"U.L. TAINTER VALVE OUTLET�" U.L. TAINTER VALVE OUTLET

P1G

P2P

MULTI

MULTI

6 U.R.C.S. "PANEL P2"

NOTE 1

NOTE 1 LOADCENTER P2

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

3 12 SINGLE N/A 12 120 �"

2/0

NEUTRAL

POWER OUTLET PLUG

POWER OUTLET PLUG

POWER OUTLET PLUG

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

208/120

208/120

AS NOTEDMULTI3 6 10 480 SWITCHBOARD "SB-1"

P3P

P4P

MULTI

MULTI

L.L.C.S. "PANEL P3"

U.L.C.S. "PANEL P4"

NOTE 1

NOTE 1

LOADCENTER P3

LOADCENTER P4

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

P0A

P3D 6 480 AS NOTED3 2 MULTI SWITCHBOARD "SB-1"INTERMEDIATE WALL BARGE OUTLET POWER OUTLET "PR-33"

I-WALL WALL JIB CRANE DISC.*

I-WALL WALL JIB CRANE DISC.*

3 SINGLE N/A 480

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

L.R. HAULAGE OUTLETS (120V)

U.R. HAULAGE OUTLETS (120V)

W

LANDWALL JIB CRANE

6 AS NOTED PANEL "MP"4 1 SINGLE N/A 208/120 CONTROL STATION PANEL "CCS" PANEL "CCS"

10 480 AS NOTED U.R. TAINTER VALVE MOTOR-SLOW3 6 MULTI

208/120

208/120

208/120

1010 CENTRAL CONTROL STATION A/C UNIT

480V OUTLETS (SCOOTER SHED&UNDER SB-1) 480V OUTLETS "PR-14","PR-10"

MULTI104 12010L27

MULTI88 AS NOTED10L24

MH8 LTS. & OUTLET"JB-41" (CABLE L3)�"120MULTI104L60 10

MULTI83 LOWER GUIDE WALL NAV. LT.NAVIGATIONAL LIGHTINGAS NOTED12010L1C

L12 10 2" FD FIXTURE AND OUTLET7 8 MULTI

L18 10 208 2" FB FIXTURE4 10 MULTI

L19 10 120 AS NOTED LOWER TRAFFIC SIGNAL SWITCHBOARD "SB-1" LOWER TRAFFIC SIGNALS5 8 MULTI

L1A 10 120 AS NOTED7 8 MULTI

L1D 10 120 2" FISHERMAN’S WARNING LIGHT LOWER FISHERMAN’S WARNING4 8 MULTI

L1G 10 120 2" LOWER GAUGING STATION4 10 MULTI

L1H 10 120 AS NOTED SMALL BOAT SIGNAL10 MULTI

L21 10 AS NOTED UPPER LAND WALL LIGHT FIXTURES16 8 MULTI

L22 10 AS NOTED4 8 MULTI

L23 10 AS NOTED UPPER LAND WALL LIGHT FIXTURES10 8 MULTI

L29 10 120 AS NOTED UPPER TRAFFIC SIGNAL UPPER TRAFFIC SIGNAL5 8 MULTI

L25 102 10

L2A 108

L2C 10 UPPER G.W. RED NAV. LIGHT2 8

L2D 102 8

L2E 10 FISHERMAN’S WARNING LIGHTS8

L2G 10 UPPER GAUGING STATION4 10

L2H 10 SMALL BOAT SIGNAL10

L3 10 INTERMEDIATE WALL LTG FIXTURE8

L30 10 NAV. LTG./FISH. WARNING LT.7 8

L33 108

L38 104 10

L3A 10 120 AS NOTED NAVIGATION LIGHTING LOWER INTERMEDIATE NAV.4 8 MULTI

L3E 10 120 2" LOWER FISHERMANS WARNING8 MULTI

L41 10 AS NOTED INTERMEDIATE WALL LTG. FIXTURES "JB-41" (CABLE L3)8 MULTI

L42 10 2"8 8 MULTI

L43 AS NOTED4 8 MULTI

L61 AS NOTED2 8 MULTI

MULTI 120 PANEL LP IN "SB-1"

MULTI 120 AS NOTED

120 AS NOTED

MULTI 120

MULTI 120 2" UPPER FISHERMAN’S WRNG LT.

MULTI 120 AS NOTED

MULTI 120

MULTI AS NOTED SWITCHBOARD "SB-1"

MULTI 120 AS NOTED

MULTI 2"

MULTI 208 2"

L48

L1I

L1J

L55

L35

L6 2

4 10

MULTI

SINGLE

SINGLE

SINGLE

MULTI

2"

AS NOTED RIVER WALL LIGHT FIXTURES

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

"JB-41" (CABLE L3)

SWITCHBOARD "SB-1"

N/A

N/A

MULTI84L1K AS NOTED10

L4A

GENERATOR/COMPRESSOR HOUSE PNL 480V-120/208V 30KVA TRANSFMR

208/120

L28 104 10 MULTI 208 2" FB FIXTURE

208/120

208/120

208/120

208/120

208/120

208/120

MH5 & SIGN LIGHT

208/120

208/120

208/120

208/120

208/120

MH8 LTS. & RECEPTACLE

MH2 LIGHT FIXTURES & RECEPTACLES

1"

FD FIXTURE (LOWER LAND WALL)

LOWER RIGHT GATE RECESS LIGHT

FD FIXTURES (LOWER GUIDE WALL)

UPPER RIGHT GATE RECESS LIGHT

FC & FS FIXTURES & RECEPTACLE

FISHERMAN’S WARNING LIGHTS (I-WALL)

UPPER LEFT GATE RECESS LIGHT

FD2 FIXTURE (I-WALL)

FB FIXTURE

FD FIXTURE (PATH) & RECEPTACLE

FD FIXTURES (UPPER GUIDE WALL)

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

SWITCHBOARD "SB-1"

"JB-42" (CABLE L30)

SWITCHBOARD "SB-1"

CNTRL. STD. (CABLE C1L)

CNTRL. STD. (CABLE C2L)

CNTRL. STD. (CABLE C4L)

CNTRL. STD. (CABLE C3L)

"JB-11" (CABLE L1A)

"JB-11" (CABLE L1A)

"JB-21" (CABLE L21)

"JB-21" (CABLE L21)

"JB-23" (CABLE L2B)

"JB-22" (CABLE L2A)

"JB-22" (CABLE L2A)

NAV LTG/SBS

NL/FWL/SBS/OUTDRAFT

"JB-21" (CABLE L21)

FIXTURE FD (CABLE L23)

L20 10 AS NOTED3 10 SINGLE

SWITCHBOARD "SB-1"208 EXISTING FG FIXTURES (PATH)

OLD GENERATOR BUILDING10 4803 MULTI8 AS NOTED SWITCHBOARD "SB-1"

MULTI3 10 10 120 AS NOTED SCOOTER SHED LTS & RECEPTACLES SCOOTER SHED

480V OUTLETS "PR-12","PR-13"

PHOTOCELL ON CCS WALL

FD FIXTURE (RIVER WALL)

SUMP PUMP DISC.*3 10 SINGLE N/A 10 480 �" CCS SUMP PUMP SWITCHBOARD "SB-1"

CCS GUAGE STATION EQUIPMENT CCS GUAGE STATION EQUIPMENT*

INTERMEDIATE WALL LTG. FIXTURES

"SB-1" PANEL CCS-19

N/A

N/A

2/0 4803 500 SINGLE N/A

2/0 4803 350 3"

3"2/0 4803 350

1/0 4803 500 SINGLE N/A

1/0 4803 500 SINGLE N/A

SINGLE

SINGLE N/A

N/A

3/0

3/0

PDP-22 ( P22 CCT. 2 )

"JB-42" (CABLE L30)

208/120 FC FIXTURES AND OUTLETS

P0B

MULTI

AS NOTED

AS NOTED

LOWER LEFT GATE RECESS LIGHTS

1�" *

4" *

TRANSFORMER "T-2" * TRANSFORMER "T-2" *

P0C

P0D

P0E

P8A

P5A

P0F

P0G

P0H

P8B

P1F

3 10 SINGLE N/A 10 480 �" SWITCHBOARD "SB-1"WATER PUMP (OLD FIRE PUMP)

3 MULTI 6 VISITOR BUILDING POWER1/0

P2A

LOCK MAIN SERV. ENTRANCE NEUTRAL

SERVICE ENTRANCE DISCONNECT

SERVICE ENTRANCE DISCONNECT

SERVICE ENTRANCE DISCONNECT

P5B

SWITCH "TS-X1" IN "SB-1"

SWITCH "TS-X1" IN "SB-1"

SWITCHBOARD "SB-1" BUS

SWITCHBOARD "SB-1" BUS

SERVICE DISCONNECT*

SERVICE DISCONNECT*

3" *

3" *

1" *

P48 3 2 MULTI 8 480 AS NOTED U.L. I-WALL TOW HAULAGE UNIT

U/S INTERMEDIATE WALL JIB CRANE

D/S INTERMEDIATE WALL JIB CRANE

L62 6 MULTI 10 208/120 AS NOTED

L63 6 MULTI 10 208/120 AS NOTED

FISHERMAN WARNING LIGHT (GUARD WALL)

"JB-42" (CABLE L30)

"JB-42" (CABLE L30)

NAVIGATION LIGHTS

NOTES:

L01

L02

MULTI

MULTI 10

120 2"

2" SWITCHBOARD "SB-1"120

N/A

L1L 2 4 MULTI 6 120 2" CNTRL. STD. PANEL "P1"

P3E 3 2 MULTI 6 SWITCHBOARD "SB-1"480 AS NOTED INTERMEDIATE WALL BARGE OUTLET…