A02._REFERENCE_DRAWINGS_Lock_15.pdf

RODMAN

CENTER

VISITOR

SHEET EL4. COORDINATE

TELEPHONE CONDUIT, SEE

LOCATE AND PROTECT EXISTING UTILITIES.

DB-2F

FROM VISITOR'S CENTER TO REMAIN.

DB-1J

DB-1I

SHEET EL33.

EL21

MH15, SEE SHEET

EXISTING MANHOLE

N

EL32

3SEE

GROUND GRID, SEE

SHEET EL135.

30 0 30 60

SCALE FEET

1"=30'

EL11"=30'-0"SCALE:

LOCK SITE PLAN

MHC1, SEE

SHEET EL20.

MH5, SEE SHEET EL20E

EXISTING

MANHOLE MHC2.

SEE SHEET EL21.

SEE SHEET EL21.

MANHOLE MH6.

EXISTING

DB-4I

S A

N

S A

N

S A

N

S T

S T

ST

SLUICE

ST

S A

N

W

SHEET EL21.

PUMP.

MH3, SEE

EXISTING

AND EL89.

SHEETS EL80, EL88,

BOAT HOIST

DB-1C

SEE SHEET EL15.

SEE SHEET EL21.

SEE SHEET EL21.SEE SHEET EL21.

SEE SHEET EL21.

SEE SHEET EL21.

MH21, SEE

SHEET EL17.

BUILDING

STORAGE

EXISTING

EL81, EL82, EL88, AND EL89.

SEE SHEET EL21.

EXISTING MANHOLE MH1,

EL88, EL89.

DB-1D

EL123

EL43

EL45

EL41

EL39

EL43

EL45

EL41

2EL39

EL123

EL32

EL40

EL38

EL38

EL40

EL42

EL44

EL42

EL44

SUBSTATION SEE

DB-1H

AND AVOID STORM SEWER.

VERIFY EXACT LOCATION OF,

GENERATOR,SEE

DB-1F

DB-1E

PIT WITH SPRINKLER

EXISTING SLUICE

ENGINE, SEE

LOWER TOW HAULAGE

DB-1A

MANHOLE MH2,

BOAT HOIST

STAND (MAIN), SEE

LOWER LEFT CONTROL

SEWAGE EJECTOR. EXISTING FEEDER

EXISTING SANITARY MANHOLE WITH

LOWER LEFT MITER MAIN

- MAIN SEE

LOWER LEFT TAINTER

VALVE - MAIN SEE

DB-1K

UPPER GAUGING STATION.

MH7, SEE SHEET EL21

DB-5D

DB-5E

EXISTING MANHOLE MH16

BOAT HOIST

LOWER RIGHT MITER GATE - AUX. SEE

LOWER RIGHT TAINTER VALVE - AUX. SEE

MHC3, SEE SHEET EL21

DB-3E

DB-3D

DB-3C

CONTROL STAND, SEE SHEETS

LOWER INTERMEDIATE

LOWER RIGHT MITER

GATE - MAIN SEE

LOWER RIGHT TAINTER

VALVE - MAIN SEE

GATE - AUX. SEE

LOWER LEFT MITER

VALVE - AUX. SEE

LOWER LEFT TAINTER

BUILDING, SEE SHEETS

ELECTRICAL CONTROL

EL86, EL87, EL88, EL89.

CONTROL HOUSE. SEE SHEETS

AUX. LOCATED INSIDE

CENTRAL CONTROL STAND -

DB-6D

DB-6E

EXISTING MANHOLE MHC8

EXISTING MANHOLE MH19VALVE - AUX. SEE

UPPER RIGHT TAINTER

GATE - AUX. SEE

UPPER RIGHT MITER

SHEETS EL80, EL88, EL89.

STAND - AUX. SEE

UPPER LEFT CONTROL

DB-4C

UPPER LEFT MITER

GATE - AUX. SEE

UPPER LEFT TAINTER

VALVE - AUX. SEE

DB-4F

FOR ENLARGED VIEW SEE SHEET EL4 FOR ENLARGED VIEW SEE SHEET EL5 FOR ENLARGED VIEW SEE SHEET EL6 FOR ENLARGED VIEW SEE SHEET EL7

FOR ENLARGED VIEW SEE SHEET EL8 FOR ENLARGED VIEW SEE SHEET EL9 FOR ENLARGED VIEW SEE SHEET EL10 FOR ENLARGED VIEW SEE SHEET EL11

FOR ENLARGED VIEW SEE SHEET EL12 FOR ENLARGED VIEW SEE SHEET EL13 FOR ENLARGED VIEW SEE SHEET EL14

EXISTING MANHOLE MH10

EXISTING MANHOLE MH12

MHC6, SEE SHEET EL16.

VALVE - MAIN. SEE

UPPER RIGHT TAINTER

GATE - MAIN. SEE

UPPER RIGHT MITER

DB-4H

SEE SHEETS EL80,

STAND - MAIN.

UPPER RIGHT CONTROL

EXISTING MANHOLE MHC4

DB-2A

VALVE - MAIN. SEE

UPPER LEFT TAINTER

DB-2C

SHEETS EL80, EL88, EL89.

STAND - MAIN. SEE

UPPER LEFT CONTROL

DB-2E

SEE DETAIL

GATE - MAIN.

UPPER LEFT MITER

DB-2D

ENGINE SEE

UPPER TOW HAULAGE

AUXILIARY LOCK

MAIN LOCK

FLOW

WITH UTILITY.

VOLT CABLES TO BE REPLACED

EXISTING UNDERGROUND 2400

DB-2B

MH25, SEE SHEET EL20B

DB-4G

DB-4E

DB-6C

DB-6B

DB-5B

DB-5C

DB-3B

DB-4B

MH23, SEE SHEET EL19.

DB-3F

DB-1B

MH22, SEE SHEET EL18

LIMITS OF FUTURE VISITORS

CENTER ADDITION.

LOCATE AND PROTECT EXISTING WATER

LINE. VERIFY DEPTH AND RELOCATE

BELOW DUCTBANK IF REQUIRED.

EL34 AND EL35.

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

D

L

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=30'-0"

EL1

e l

LOCK SITE PLAN

11 DEC 92

CONTRACTOR SHALL PROTECT TREE

FROM DAMAGE DURING CONSTRUCTION

OF DUCT BANK.

P0H P0I P0J P0K

P0KP0JP0IP0H

EXISTING CROSS-OVER

GROUNDING ELECTRODE,

SEE (1/EL135).

STORAGE BUILDING GROUNDING

ELECTRODE, SEE (1/EL135).

COORDINATE TEMPORARY TOWER POWER AND

GOVERNMENT RELOCATION OF COMMUNICATIONS

INTO DB-1L WITH CONTRACTING OFFICER.

TERMINATE DB-1L CONCRETE ENCASEMENT

10 FEET FROM TOWER BUILDING AND DUCT

5 FEET FROM TOWER BUILDING. COORDINATE

EXACT LOCATION WITH CONTRACTING OFFICER.

DB-1L

P0C

WITH , SEE EL2 FOR CONTINUATION.

AMD. #2 - MINOR REVISIONS

3/17/1993 9:57 A.M.

DB-3A DB-4A

EXISTING MH

MHI8 AND MHC8

USE EXISTING

MH7 AND MH3

USE EXISTING

DB 5A AND 6A

3 MAR 93

REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

EXISTING

EXISTING

FLAT POOL

MAIN CHAMBER

AUXILIARY CHAMBER

POWER

HOUSE

VISITOR

CENTER

RODM

AN

AVENUE

SLOPE PARKING LOT AND FLAG LIGHTING CONDUITS

A MINIMUM OF 4" EVERY 100' TO DRAIN TOWARD

PULLBOXES (TYPICAL).

(6/EL22). (TYP. 6)

PULL BOX, SEE

PARKING LOT

NOTE 2

4NOTE

1, NOTE ,L1K

(7/EL123).

(7/EL134).

(2/EL22)

PULLBOX, SEE

PULLBOX, SEE (2/EL22)

FD CKTS LP-20(A), 25

FG CKTS LP-14(A), 26

RECONNECT TRAFFIC LIGHTS

TO CKT. AP-8.

L23

FQ CKT. LP-2(B)

1, NOTE ,L1N

1, NOTEL1Q

1L1P , NOTE ,

CKT. LP-15.

MH2, SEE EL15

PULLBOX,

SEE (1/EL22)

SEE (1/EL22)

L58

DIAGRAM, SEE SHEETS EL47 THRU EL62.

CONTROL STANDS. SEE CONTROL STAND ELEMENTARY

TYPE 'FB' FIXTURES SHALL BE CONTROLLED FROM5.

N

LP-15, SEE (3/EL123)

LP-15, SEE (3/EL123)

FB

FB

FB

TO LIGHT SIGN.

LEVEL. AIM UNIFORMLY

FF, MOUNT AT GROUND

UNIFORMLY LIGHT SIGN.

GROUND LEVEL. AIM TO

FF, MOUNT FIXTURE AT

FB

FB

LP-20(B), 5

L53

FD CKTS. LP-8(B), 1

LIGHTS, CKT. LP-13, SEE (4/EL123).

(2) FISHERMAN'S WARNING

IN PANEL `A', SEE

FD CKTS LP-20(A), 5

LP-15, SEE (3/EL123)

26, SEE (1/EL9).

L3C

4.

DIAGRAM, SEE (2/EL121).

FOR GENERAL ELEMENTARY LIGHTING CONTROL

3.

DIAGRAM, SEE (1/EL121).

FOR SMALL BOAT SIGNAL ELEMENTARY

2.

SEE SHEET EL22 FOR NEW PULL BOX DETAILS.

FD CKTS

L4C

FISHERMAN'S

WARNING LIGHT

CKT LP-13. SEE (4/EL123)

ELECTRICAL CONTROL

BUILDING, SEE EL34.

L5B

L14 FD CKTS. LP-8(A), 1

RECONNECT TRAFFIC

SIGNAL CKT. AP-9.

SEE (1/EL37).

STORAGE BUILDING,

L1L

TO MATCH EXISTING ORIENTATION (TYPICAL).

ORIENTATE NEW AND REUSED EXISTING FIXTURES 1.

CKT LP-2(B), 5

SUBSTATION,

SEE (1/EL32).

(1/EL33).

GENERATOR, SEE

(6/EL134) CKT LP-1.

RECEPTACLE/SWITCH, SEE

LOCKMANS SHELTER

L17

PULLBOX, SEE (2/EL22)

L2G

CKT LP-28.

RECEPTACLE

HAULAGE

1, NOTE , &L1T

FE

FE

FE

FE

FE

FE

FC

FC

L5D

L1FL15

L57

(TYP.) CKT LP-2(A).

(3/EL136) FOR MOUNTING DETAIL

FA, MOUNT TO TOP OF WALL, SEE

CIRCUIT AS INDICATED ON (3/EL121).

CONNECT TYPE 'FE', 'FF' AND 'FC' FIXTURES IN

METHODS.

SEE SPECIFICATIONS FOR TRENCHING AND BACKFILL

REPLACED TO MATCH EXISTING CONDITIONS (TYPICAL).

ALL CONCRETE, ASPHALT, ETC. REMOVED SHALL BE

CONDUIT SHALL BE A MINIMUM OF 24" BELOW GRADE.

KEYED NOTES:

FB

L12

RECEPT., SEE EL21.

MH7 LIGHTS AND

L1

L6

L43

L42

L2L48

L20

FB

L26

L25

L2F

L4H

L4G

L6B

L5A

L3

L1C

L4B

L42

L6 L20L2

L1A

FD CKTS LP-8(B), 27.

CKT LP-13, SEE

WARNING LIGHT

FISHERMAN'S

L6A

FF CKT 9(B).

FG CKTS LP-14(C),

L41

PANEL 'A', SEE (7/EL134).

STATION TO EXISTING

RECONNECT GAUGING

L1G

L1A

L12

LP-2(A), 27.

L1C

FD CKTS

SMALL BOAT HORNS TO

RECONNECT EXISTING

FD CKTS LP-2(C), 27L1D

CKT LP-27.

RECEPTACLE

HAULAGE

L1E

L10L3D L3E

LP-2(B), 3

FG CKTS

L3A

LP-14(B), 3

L31

L3

FG CKTS

L3CL3B

L1FL1BL13

L14

TO EXISTING CKT.

GAUGING STATION,

RECONNECT

L1F

PULLBOX, SEE (2/EL22)

FD CKTS LP-8(C), 1

FQ CKT. LP-2(C)

SIGNAL, CKT AP-8,

RECONNECT TRAFFIC

FG CKTS LP-14(A), 3

L1HL15

L17L16

L1I

SMALL BOAT SIGNAL,

LS-S1, CONNECT TO CKT.

LP-15, SEE (3/EL123)

PULLBOX,

FD CKTS LP-8(A), 1

L1JL16

FD CKTS LP-8(C), 1

L1JL16

L1JL16

L1J

FD CKTS LP-8(B), 1

L16

L16 FD CKTS LP-8(A), 1

L1J

NAVIGATION

LIGHT, FJ CKT. LP-7

CONNECT TO CKT.

SIGNAL, LS-S3.

SMALL BOAT

L5C

FD CKTS LP-20(B), 5

LP-13, SEE (7/EL123)

WARNING LIGHT, CKT

FISHERMAN'S

L5F

L5CL57

EXISTING PULLBOXL5EL58

L5E

FD CKTS LP-20(C), 5

EXISTING PULLBOX

LIGHT, (2) FK'S

NAVIGATION

L5E

L5BL57

FD CKTS

FD CKTS LP-2(C), 5

FA CKT LP-2(C)

FA CKT LP-2(B)

FA CKT LP-2(A)

FA CKT LP-2(B)

FA CKT LP-2(C)

FA CKT LP-2(A)

L5BL57 L5BL55

FR CKT LP-20(C)

L54

L52

FD CKTS

L51

L63

FD CKTS LP-20(C)

L61

L62

FD CKTS LP-20(B), 25

CONNECT TO CKT.

SIGNAL, LS-S4.

SMALL BOAT

L4E

FG CKTS LP-14(C), 26

L45

L4DL46L60

L44

FG CKTS LP-14(B), 26

L46

L45L2

L4FL46

L4F

FG CKTS LP-14(A),26

(3) FK'S CKT. LP-7

TO CKT. AP-7.

RECONNECT TRAFFIC LTS.

L20

L24

L2AL22

FD CKTS LP-8(B),28

FD CKTS LP-8(C), 28

FD CKTS LP-8(C), 28

FD CKTS LP-8(A),28

L2BL25

FD CKTS LP-8(C), 29

SWITCH, SEE (6/EL134) CKT LP-29.

LOCKMANS SHELTER RECEPTACLE/

FJ CKT. LP-7

FD CKTS LP-8(B), 29

EXISTING PULLBOX

L2D

OUTDRAFT LIGHT

L2E

FD CKTS LP-8(C),29

FD CKTS LP-8(B),29

FD CKTS LP-8(A),29

L2BL25

L2D

CONNECT TO CKT.

SIGNAL, LS-S2

SMALL BOAT

L2C

EXISTING PULLBOX

L25

1"=60'-0"SCALE: EL2

LIGHTING SITE PLAN

FLOW

1"=60'

FEETSCALE

150120906030030

FE

L1J L1H

L50

L1F L1K

MH22 LIGHTS AND

RECEPT., SEE EL18.

MH2 LIGHTS AND

RECEPT., SEE EL15.

L1R

L1F

MH23 LIGHTS AND

RECEPT., SEE EL19.

L11

L60 L4A

L6

L6 L61 L62

L62

RECEPT., SEE EL17.

MH21 LIGHTS AND

L5 L50

RECEPT., SEE EL20D.

MH18 LIGHTS AND

RECEPT., SEE EL20C.

MH17 LIGHTS AND

RECEPT., SEE EL21.

MH12 LIGHTS AND

MH16 LIGHTS AND

RECEPT., SEE EL21.

PULLBOX, SEE

(2/EL22).

L56

L5F

L4D

L22L21

L2A L2B

MH6 LIGHTS AND

RECEPT., SEE EL21.

L46L45 L4D

RECEPT., SEE EL21A.

MH19 LIGHTS AND

MH5 LIGHTS AND

RECEPT., SEE EL20E.

MH25 LIGHTS AND

RECEPT., SEE EL20B.

, 25

MH24 LIGHTS AND

RECEPT., SEE EL20A.

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=60'-0"

EL2

e l

LOCK LIGHTING/SIGNALING PLAN

11 DEC 92

L5L30

FA CKT LP-2(B)

FA CKT LP-2(C)

FA CKT LP-2(A)

FA CKT LP-2(B)

FA CKT LP-2(C)

FIELD VERIFY DEPTH OF LIGHTING CONDUIT TO NOT

INTERFERE WITH DUCT BANK DB-1J.

PULLBOX.

REFER TO (1/EL122A) FOR SPLICING CABLE L1K IN5

DRAWING NOTES:

PULL BOX, NOTE 5

FP CKT. AP-7.

NAVIGATION LIGHT

NAVIGATION LIGHT

L1L

CKT. LP-7.

FF

L1S , FIXTURE FF.

L5A

RECEPTACLE, CKT LP-5

SWITCHGEAR SG-1

EXISTING MANHOLE E50

SEE (2/EL68)

FLAG POLE LIGHTS SHALL BE RELOCATED. REFER TO

DRAWINGS C3, C3A, AND C3B.

AMD. #2 - MINOR REVISIONS1 3 MAR 93

3/17/1993 10:10 A.M.

JB-12M

2 7/9/98REVISED AS CONSTRUCTED DRW/MRH

2LP-2(C), 5

SEE (4/EL136)

MAINTAIN DRAINAGE, MINIMUM

POSSIBLE BELOW GRADE TO

DUCTBANK SHALL BE AS DEEP AS

MAIN CHAMBER

FOR CONDUIT TERMINATION,

SEE LIGHTING DETAIL

EL124

FIXTURES, SEE

EL123

MANHOLE MH1.

T10

24" DEEP, FROM EXISTING

BURIED A MINIMUM OF

GALVANIZED CONDUIT

(1) 3" RIGID

TO BOAT HOIST, SEE

EL22

3BOAT HOIST, SEE

(TYPICAL).

AT ALL MONOLITH JOINTS

PROVIDE SEISMIC FITTING

N

RECEPTACLE, SEE

L1E

EL124

EL. +563.0

TO LOWER GAUGING STATION, SMALL

EL40

EL32.

SUBSTATION, SEE SHEET

FOR CONTINUATION TO

GALVANIZED CONDUIT TO RELOCATED

P1

AM

GATE, SEE

FOR CONDUIT ROUTING AT MITER

P1

8M

GATE PIT.

CE

IM

C

EM

P1

6M

P1

2M

P1

1M

P1

EM

SEE SHEET EL20.

MANHOLE, MHC1,

EL3

ON

MATCH LINE CONTINUED

SPRINKLER PUMP IN SLUICE

GALVANIZED CONDUIT TO

SEE EL33 FOR DETAILS.

EMERGENCY GENERATOR,

FLOW

RECESS FIXTURE FB.

(1) 2" CONDUIT FROM MHC2 TO

EXISTING MANHOLE MH3, SEE EL21

EL. +568.25

DB-1F

SEE LIGHTING DETAIL

FOR CONDUIT TERMINATION,

DB-1H

DB-1I

DB-1E DB-1D

DB-1C

EL5

MATCH LINE CONTINUED

ON

EL3

LIGHT, LOCKMANS SHELTER AND

BOAT SIGNAL, FISHERMANS WARNING

DB-1I

SEE EL23

CONDUIT FROM EXISTING MH2

TO HAULAGE ENGINE AND

SHEET EL15.

MANHOLE MH2, SEE

DB-1H

SEE

EL23

DB-1F

EL23

SEE

MH2 TO FIXTURE FD AND HORN.

(1) 2" CONDUIT FROM EXISTING

EL23

SEE

DB-1E

DB-1D

EL23

SEE

EL23

EL5

DB-1C

SEE

ON

MATCH LINE CONTINUED

1F

1H

1I

1E

1D

1C

ELEVATION VIEW

1"=10'

FEETSCALE

25201510505

1"=10'-0"SCALE: EL4

1LOWER LANDWALL - PLAN AND ELEVATION

P1

5M

GND

GND

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=10'-0"

EL4 7

e l

LOWER LANDWALL -

11 DEC 92

LOWER LEFT MAIN CONTROL

STAND.

CONTROL STAND BOOTH,

SEE (1/EL90).

1/12/1993 6:60 A.M.

PLAN VIEW

(1) 1•" RIGID 1

1 REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

PLAN AND ELEVATION

(1) 2" & (1) 1•" RIGID

(1) 2" AND (2) ƒ"

0'-7•" THIS LOCATION ONLY.

ARM SHALL BE +565.45

MAXIMUM ELEVATION OF

DUCT BANK AT SECTOR

FOR CONDUIT TERMINATION,

SEE LIGHTING DETAIL

EL124

AUXILIARY CHAMBER

MAIN CHAMBER

MONOLITH JOINTS (TYPICAL).

PROVIDE SEISMIC FITTINGS AT ALL

N

EL124

EL. +563.0

P3

1A

P3

2A

C

EA

CE

IA

CG

IM

C

GM

P3

6M

P3

5M

P3

2M

P3

1M

EXISTING EARTH FILLED AREA

EL3

1ON

MATCH LINE CONTINUED

FLOW

MANHOLE MH7, SEE EL21.

FOR EXISTING CROSS-OVER

DB-3F

DB-3D

DB-3E

EXISTING STORAGE BUILDING

DB-3C

3F

SEE

EL25

DB-3F

SEE

EL25

DB-3DDB-3E

EL25

SEE

FOR CONDUIT ROUTING AT MITER

EL44

2GATE, SEE

EL40

1MITER GATE, SEE

FOR CONDUIT ROUTING AT

PANEL, SEE (1/EL37).

FEED TRANSFORMER HOUSE POWER

(1) 2" CONDUIT FROM DB-3F TO

3C

STAND MHC3, SEE EL21.

FOR EXISTING CONTROL

3E

EL9

1ON

MATCH LINE CONTINUED

SEE LIGHTING DETAIL

FOR CONDUIT TERMINATION,

EL. +568.25

(1) 2" CONDUIT FROM MH7 TO

FIXTURE FG.

3D

EL25

SEE

DB-3C

MATCH LINE CONTINUED

ON

EL9

PLAN VIEW

ELEVATION VIEW

LOWER INTERMEDIATE WALL - PLAN AND ELEVATION

EL8

SCALE: 1"=10'-0"

1"=10'

FEETSCALE

25201510505

GND

GND

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=10'-0"

EL8 11

e l

LOWER INTERMEDIATE WALL -

PLAN AND ELEVATION

11 DEC 92

GROUNDING ELECTRODE, SEE (1/EL135).

GROUNDING ELECTRODE CONDUCTOR

CONDUITS ROUTED WITH DUCTBANK

DB-3F.

1/6/1993 8:23 A.M.

PULLBOX

REVISED AS CONSTRUCTED 7/8/98DRW/MRH

CONDUIT

USE EXISTING

FIXTURE FB

(1) 2" CONDUIT FROM MHC3 TO RECESS

RECESS FIXTURE FB

(1) 2" CONDUIT FROM MHC3 TO

EL123

(1) 2" CONDUIT FROM MH12 TO FISHERMANS

WARNING LIGHT, SEE

AUXILIARY CHAMBER

MAIN CHAMBER

FOR CONDUIT TERMINATION,

SEE LIGHTING DETAIL

EL124

FOR CONDUIT TERMINATION,

SEE LIGHTING DETAIL

EL124

EL124

MONOLITH JOINTS (TYP.)

TO

JOINT, TYPICAL

EL28

EXPANSION/SEISMIC

FITTINGS AT ALL

PROVIDE SEISMIC

N

EL28

JOINT TYPICAL TO

EXPANSION/SEISMIC

P4 1A

P4 2A

P4

6A

C

FA

CF

IACB

IA

C

BA

P4 7A

P4 4A

P4 3A

EXISTING EARTH FILLED AREA

EXISTING EARTH FILLED AREA

MANHOLE MH12, SEE EL21.

EXISTING CROSS-OVER

FLOW

RECESS FIXTURE FB.

(1) 2" CONDUIT FROM MHC6 TO

DB-4B

DB-4C

DB-4D

DB-4E

EL16

MANHOLE MHC6, SEE

EL26

SEE

DB-4E

4E

(1) 2" RIGID GALVANIZED CONDUIT

FROM MHC6 TO FIXTURE FG.

DB-4C

SEE EL26

4C

FOR CONDUIT ROUTING AT MITER

GATE, SEE

EL45

EL43

(1) 2" CONDUIT FROM DB-4A TO

MATCH LINE CONTINUED

ON

EL9

EL11

ON

MATCH LINE CONTINUED

SEE LIGHTING DETAIL

FOR CONDUIT TERMINATION,

EL. +568.25

FOR CONDUIT ROUTING AT TAINTER

VALVE, SEE

EL9

ON

MATCH LINE CONTINUED

4B

EL25

SEE

DB-4B

MATCH LINE CONTINUED

ON

EL11

PLAN VIEW

ELEVATION VIEW

UPPER CENTER INTERMEDIATE WALL - PLAN AND ELEVATION

EL10

SCALE: 1"=10'-0"

1"=10'

FEETSCALE

25201510505

2A

4F

4G

DB-4G

SEE EL26

DB-4F

DB-2A, SEE

EL24

MH25, SEE SHEET EL20B

DB-4F DB-4G

GND

GND

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=1'-0"

EL10 13

e l

PLAN AND ELEVATION

11 DEC 92

INSTALLATION SHALL BE SUCH THAT A BEAM

IS MAINTAINED PERPENDICULAR TO THE LOCK.

1/11/1993 1:48 P.M.

WALL

UPPER CENTER INTERMEDIATE

1 REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

CABLES P4AA AND L4C

REUSE EXISTING DUCTS FOR

FOR CONDUIT TERMINATION

SEE DETAIL

AUXILIARY CHAMBER

CONDUIT FROM EXISTING MH16 TO

MONOLITH JOINTS (TYPICAL).

PROVIDE SEISMIC FITTINGS AT ALL

N

EL124

EL. +563.0

P5

AA

(1) 2" CONDUIT TO 'FR' FIXTURE

DB-5F

MH15, SEE EL21.

EL3

2ON

MATCH LINE CONTINUED

FLOW

EXISTING MANHOLE

MANHOLE MH16, SEE EL21.

EXISTING CROSS-OVER

DB-5E

DB-5D

RAILING, SEE (3/EL136).

MH15 TO LIGHTS ON RIVER WALL

(1) 1" CONDUIT FROM EXISTING

DB-5E - COORDINATE CONSTRUCTION

EXISTING BOAT HOIST, SEE (3/EL22).

(1) 2" CONDUIT AND (1) 1 1/2"

DB-5D

EL26A

SEE

5D

5E

EL13

1ON

MATCH LINE CONTINUED

SEE LIGHTING DETAIL

FOR CONDUIT TERMINATION

EL. +568.25

(1) 2" CONDUIT FROM

EXISTING MH16 TO

FIXTURE FD.

EL26A

SEE

MATCH LINE CONTINUED

ON

EL13

ELEVATION VIEW

PLAN VIEW

LOWER RIVER WALL - PLAN AND ELEVATION

EL12

SCALE: 1"=10'-0" 1"=10'

FEETSCALE

25201510505

MOUNT GROUND FAULT RECEPTACLE

IN WEATHERPROOF CAST BOX ON

TOP OF WALL ON GALVANIZED

STEEL PLATE, PROVIDE WET

LOCATION WHILE-IN-USE RATED

COVER.

GND

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference

SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=1'-0"

EL12

e l

LOWER RIVER WALL -

PLAN ELEVATION

11 DEC 92

EL26A

SEE

DB-5F

5F

TYPE 'FA' FIXTURE (TYPICAL), MOUNT

TO TOP OF EXISTING WALL, SEE (3/EL136)

ROUTE 1" RGS CONDUIT BETWEEN FIXTURES

FOR CONDUCTOR RACEWAY. MOUNT SECURELY

TO TOP OF WALL WITH ONE HOLE BACK

STRAPS.

SAW CUT AND PATCH 1" RGS CONDUIT INTO

EXISTING CONCRETE FROM MANHOLE MH15

TO 'FA' FIXTURE, SEE GENERAL DUCT BANK

INSTALLATION NOTES, SHEET EL28 FOR

CONDUIT INSTALLATION, SEE (3/EL136) FOR

FIXTURE MOUNTING DETAIL.

PROVIDE SEISMIC FITTINGS AT ALL

MONOLITH JOINTS (TYPICAL).

WITH TEMPORARY WALKWAY, SEE SHEET

S500. PROVIDE PEDESTRIAN ACCESS

AT ALL TIMES.1

AMD. #2 - MINOR REVISIONS1

CLARIFICATIONS2 12 MAY 93

6/17/1993 6:06 A.M. by: scottb

3 REVISED AS CONSTRUCTED 7/9/98DRW/MRH

3 MAR 93

(1) 2" CONDUIT FROM EXISTING MHC8

TO FEED FISHERMANS WARNING LIGHT.

AUXILIARY CHAMBER

FOR CONDUIT TERMINATION,

SEE LIGHTING DETAIL

EL124

EL123

SEE LIGHTING DETAIL

FOR CONDUIT TERMINATION,

EL124

SEE LIGHTING DETAIL

FOR CONDUIT TERMINATION,

FOR CONDUIT TERMINATION,

SEE LIGHTING DETAIL

EL124

MONOLITH JOINTS (TYPICAL).

PROVIDE SEISMIC FITTINGS AT ALL

BASE OF LIGHT POLE.

N

FUTURE, CAP FUTURE CONDUITS INSIDE

C

HA

CH

IA

P6

6A

P6

2A

P6

1A

P6

3A

P6

4A

P6

7A

CD

IA

C

DA

SEE EL21A.

EXISTING CROSS-OVER MANHOLE MH19,

FLOW

(1) 2" CONDUIT FROM EXISTING MHC8

TO RECESS FIXTURE FB.

EXISTING MHC8, SEE EL21.

GATE, SEE

FOR CONDUIT ROUTING AT MITER

FIXTURE FD.

(1) 2" CONDUIT FROM DB-6B TO

EL45

EL43

FOR CONDUIT ROUTING AT TAINTER

VALVE, SEE

TO FEED FIXTURE FD AND NAVIGATION

(1) 2" CONDUIT FROM EXISTING MH19

MATCH LINE CONTINUED

ON

EL13

EL. +568.25

(1) 2" CONDUIT FROM EXISTING MH18

EL13

ON

MATCH LINE CONTINUED

PLAN VIEW

ELEVATION VIEW

UPPER RIVER WALL - PLAN AND ELEVATION

EL14

SCALE: 1"=10'-0" 1"=10'

FEETSCALE

25201510505

MAXIMUM ELEVATION AT

SECTOR ARM SHALL BE

+565.45

6C

SEE

EL27

DB-6C

6BDB-6B

EL27

SEE

DB-6B

DB-6C

GND

GND

1"=1'-0"

EL14 17

e l

UPPER RIVER WALL -

PLAN AND ELEVATION

11 DEC 92

1/6/1993 9:35 A.M.

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

LIGHTS, AND (2) 1•" CONDUITS FOR

EXISTING MANHOLE MH18 1

JB-60A

1 1

1 REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

DUCTBANK

REUSE EXISTING

DUCTBANK

EXISTING

ADDED TO

NEW DUCTS

MH18 TO MHCB

DUCTBANK FROM

REUSED EXISTING

JB60A

4A

TO FEED FIXTURE FD.

DUCTBANK

ABOVE REUSED EXISTING

NEW DUCTS IN DB-C

NEW CABLES L6, L62, AND P6AA

EXISTING DUCTBANK CONTAINS

DUCTBANKS

REUSED EXISTING

CONTAINS P6AA AND L62

EXISTING DUCTBANK NEW CABLES

EL25

DB-4A, SEE

SEE SHEET EL12 FOR MANHOLE LOCATION.

(1) 2" CONDUIT

DUCTBANK DB-5EDUCTBANK DB-5F

MANHOLE MH15 PLAN

SCALE:

MANHOLE MH16 PLAN

SCALE:

DUCTBANK DB-5D

DUCTBANK DB-5E

NEW JUNCTION

BOX JB-52A,

(1) 1" TO FA

PR-51, FOR MOUNTING

SEE NOTE 3, (6/EL127).

P5

BA

EXISTING 2'x4'

CROSS-OVER SHAFT.

N N

CABLES DOWN

TO SUPPORT

GRIP SUPPORTS

PROVIDE CABLE

SEE (4/EL136).

SHAFT, SEE

STEPS.

EXISTING MANHOLE

GROUND BAR,

SEE (2/EL135).

DRAWING NOTES:

SEE GENERAL MANHOLE NOTES ON SHEET EL20.

1.

2.

(1) 2" CONDUIT

SEE (2/EL135).

GROUND BAR

SEE SHEET EL3 FOR MANHOLE LOCATION.

SEE SHEET EL3 FOR MANHOLE LOCATION.

SEE SHEET EL10 FOR MANHOLE LOCATION.SEE SHEET EL11 FOR MANHOLE LOCATION.

SEE SHEET EL7 FOR MANHOLE LOCATION.SEE SHEET EL4 FOR MANHOLE LOCATION.

SEE SHEET EL14 FOR MANHOLE LOCATION.

SEE SHEET EL11 FOR MANHOLE LOCATION.SEE SHEET EL7 FOR MANHOLE LOCATION.

MANHOLE MHC8 PLAN

SCALE:

N

(1) 2" CONDUIT

FACE OF WALL

DUCTBANK DB-6E

DUCTBANK DB-6D

(1) 2" CONDUIT

SEE (3/ED27).

FOR DUCTBANK,

AND (13) 4" CONDUITS

2.

1.

SEE GENERAL MANHOLE NOTES ON SHEET EL20.

ALUMINUM PRESSURE TYPE COVERS SHALL BE FURNISHED

IN SIZE SHALL BE CLEANED AND PAINTED. NEW SOLID

EXISTING MANHOLE COVER FRAMES NOT MOVED OR INCREASED

SEE (2/EL135).

GROUND BAR,

EXISTING CROSS-

OVER STEPS.

STEPS.

EXISTING MANHOLE

EXISTING MANHOLE

STEPS.

(2) 2" CONDUIT

N

N

N

N

N

NN

(6) 3" CONDUITS

(TOP)EXISTING 2'x4'

CROSS-OVER SHAFT.

PR-42, FOR MOUNTING

SEE NOTE 3, (6/EL127).

P4

AA

P4

AM

CROSS-OVER SHAFT.

EXISTING 2'x4'

SEE NOTE 3,( 6/EL127).

PR-41, FOR MOUNTING

CROSS-OVER SHAFT.

EXISTING 2'x4'

SEE NOTE 3, 6/EL127.

PR-22, FOR MOUNTING

P2

AM

SEE (4/EL136).

JUNCTION BOX JB-21M,

DUCTBANK DB-3F

SEE (2/EL136).

NEW JUNCTION BOX JB-41M,

(1) 2" CONDUIT DUCTBANK DB-4H

DUCTBANK DB-5F

(2) 2" CONDUITS

DUCTBANK DB-4I

MANHOLE MH14 PLAN

SCALE:

DUCTBANK DB-5G

(23) 3" CONDUITS

(4) 4" CONDUITS

(BOTTOM)

(4) 2" CONDUITS

DUCTBANK DB-4D

SCALE:

MANHOLE MH12 PLANMANHOLE MH10 PLAN

DUCTBANK DB-4I

DUCTBANK DB-2E

MANHOLE MH6 PLAN

(5) 2" CONDUITS &

MANHOLE MH3 PLAN

MANHOLE MH13 PLAN

DUCTBANK DB-5H

FACE OF LOCK

WALL.

DUCTBANK DB-2D

DUCTBANK DB-2E

MANHOLE MHC2 PLAN

SCALE:

(2) 2" CONDUIT

(1) 2" CONDUIT

MANHOLE MHC4 PLAN

PROVIDE HORIZONTAL

CABLE SUPPORTS

GROUND BAR,

SEE (2/EL135).

RECESS FACE OF DUCT

BANK SUCH THAT IT

IS PERPENDICULAR

TO THE END BELLS.

SEE SHEET EL12 FOR MANHOLE LOCATION.

(3/EL21A).

GROUND BAR,

SEE (2/EL135).

3. SEE (1/EL135) FOR GROUND GRID WIRING DIAGRAM.

LENGTH COPPER CLAD

GROUND ROD. SEE

(1/EL135) FOR

GROUND GRID

WIRING DIAGRAM.

N

SEE SHEET EL8 FOR MANHOLE LOCATION.

MANHOLE MHC3 PLAN

SCALE:

(1) 2" CONDUIT

DUCTBANK DB-3D

(1) 2" CONDUIT

DUCTBANK DB-3C

NEW MANHOLE FRAME

AND LID LOCATION.

GROUND BAR

SEE (2/EL135).

ALL CABLE SUPPORT BRACKETS SHALL BE AT 3 LEVELS.4.

JUNCTION BOX

JB-61A, SEE

(2/EL136).

(5) 2" CONDUITS &

LOWER LEFT MAIN MITER

GATE RECESS

MANHOLE MH7 PLAN

SEE SHEET EL8 FOR MANHOLE LOCATION.

N

SCALE:

DUCTBANK DB-3E

BOX JB-31M,

SEE (2/EL136).

NEW JUNCTION

GROUND BAR,

SEE (2/EL135).

PR-31, FOR MOUNTING

SEE NOTE 3, 6/EL127.

P3

AM

EXISTING MANHOLE

STEPS.

EXISTING 2'x4'

CROSS-OVER SHAFT.

(1) 2" CONDUITS

FH

TOGGLE SWITCH

AND WEATHERPROOF

GROUNDFAULT

RECEPTACLE.

(1) 2" CONDUIT

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

EL21

e l

ELECTRIC MANHOLES -

EXISTING

11 DEC 92

FIXTURES ON WALL.

NEW FRAME AND COVER.

NEW FRAME AND COVER.

MONOLITH JOINT.

REMOVE EXISTING

FRAME, COVER AND

FILL IN OPENING

SIMILAR TO DETAIL

ON DRAWING S/159.

FOR ALL MANHOLES.

NEW FRAME AND COVER.

FILL EXISTING CABLE

SLOT WITH CONCRETE

SECURELY BONDED TO

THE EXISTING CONCRETE

AND INSTALL MF20

MOUNTING FRAMES,

SEE (1/EL81).

PROVIDE 4" x 4"

CURB FOR CONTROL

STAND, SEE (1/EL82).

INSTALL MF20

MOUNT FRAME IN

EXISTING CABLE

SLOT.

PROVIDE NEW

4" x 4" CURB, SEE (1/EL89).

AMD. #2 - MINOR REVISIONS

NEW LOCK SURFACE. SEE

RAISE FRAME TO MATCH

DRAWING S162.

3/17/1993 11:17 A.M.

‚"=1'-0"

‚"=1'-0"

(1) 1•" CONDUIT

‚"=1'-0"

‚"=1'-0"

‚"=1'-0"

(1) 1•" CONDUIT

‚"=1'-0" ‚"=1'-0"

‚"=1'-0"

‚"=1'-0"

‚"=1'-0"

(1) 2" CONDUIT AND (1) 1•" CONDUIT

‚"=1'-0"

‚"=1'-0"

‚"=1'-0"

2 REVISED AS CONSTRUCTED 7/9/98DRW/MRH

‚"=1'-0"

& (1) ƒ" CONDUIT.

ƒ"X10'-0" MINIMUM

1 3MAR93

EXISTING 2'x4' MANHOLE AND/OR

1 0 1 2

SCALE FEET

1"=1'

STEEL ANGLE IRON, SEE (2/EL21A)

STEEL ANGLE IRON, SEE (2/EL21A)

EL21A

CABLE HANGER DETAIL

1"=1'-0"SCALE:

2 0 2 4 6 8 10

SCALE FEET

SCALE:

MANHOLE MH19 PLAN

P6

AA

(2) 1 1/4" CONDUITS

(1) 2" CONDUIT AND

EXISTING 2'x4'

CROSS-OVER SHAFT.

DUCTBANK DB-6E

N

EXISTING MANHOLE

STEPS.

SEE NOTE 3, (6/EL127).

PR-61A, FOR MOUNTING

FOR FUTURE.

DRAWING NOTES:

REPLACE ALL EXISTING MANHOLE FRAMES AND COVERS WITH

NEW RECTANGULAR PRESSURE TYPE MANHOLE FRAMES AND

SOLID LIDS.

SEE GENERAL MANHOLE NOTES ON SHEET EL20.

1.

2.

3"

1"

2"

TYP.

1/4

SCALE: 1"=1"

CABLE SUPPORT ROD DETAIL 2

EL21A

SCALE:

CABLE SUPPORT IN SHAFT 3

EL21A

CABLE

STAINLESS STEEL MESH

CABLE GRIP SIZE FOR

CABLE DIAMETER.

FLOOR OF MANHOLE

SPACER TO MOUNT CHANNEL

1/2" OFF WALL.

GALVANIZED STEEL CHANNEL

(TYPICAL)

PLASTIC COATED STAINLESS

STEEL CABLE TIE (TYPICAL)

CEILING OF CROSS-OVER

CONDUIT ENTRANCE.

33' +1' TYPICAL ALL

CROSS-OVER SHAFTS

10'-0" MAXIMUM

SPACING

1 0 1

SCALE FEET

CEILING OF MANHOLE

AT MH2, MH6, MH10 & MH19

PLATE ANCHORED TO THE WALL.

FOR HOOK PATTERN.

FOR HOOK PATTERN.

SHAFT OPENING.

ANCHOR BOLT AT 6" ON CENTER

ALL CABLE SUPPORT BRACKETS SHALL BE AT 3 LEVELS.3.

MH-22 LAND SIDE

DB-1B

EARTH

D B

A

2'-0"

ELEV. 528.5

12'-6" x 12'-6"

CULVERT

6" (MIN)

48" RADIUS BEND

2'-0"

MAIN LOCK

DUCT SHALL BE CLEAR

OF OUTLET WALL A

MIN. OF 6"

DB-1A ELEVATION OF CHAMBER BOTTOM VARIES. VERIFY

LIMITS OF EXCAVATION REQUIRED TO INSTALL

DUCT BANK A MINIMUM OF 12" BELOW SURFACE.

CROSS OVER DUCT BANK SECTION

SCALE:

EL21A

D B

A

(MIN)

(MIN)

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

AS SHOWN

EL21A

e l a ELECTRIC MANHOLES - EXISTING

AND DETAILS

11 DEC 92

EXPANSION ANCHOR BOLT.

(TYPICAL)

(TYPICAL)

6" MIN.

SECTION

EL21A

SECTION

EL21A

SCALE:

SECTION 6

EL21A

FILLING CULVERT

INTERMEDIATE

WALL

#6 ANCHORS @ 24"

ON CENTER. (TYPICAL)

1'-6"

3"

4'-4" +2"

3"

2'-0"

2'-0"

1'-10"

3"

2'-11"

#6 @ 12" ON CENTER.

CLEAR TO OUTSIDE OF

CONDUIT. (TYPICAL)

DB-1A. REINFORCING AND

CLEARANCES SHALL BE

SIMILAR FOR DUCTBANKS

DB-2A, DB-5A, AND

DB-6A.

7'-0"

MONOLITH JOINT

SECTION

SCALE:

EL21A

LANDWALL. RIVER WALL

DUCTBANK CLEARANCES

SHALL BE SIMILAR.

#6 ANCHORS @ 24"

(TYPICAL)

DB-1A REINFORCING AND

CLEARENCES SHALL BE

SIMILAR FOR DUCTBANKS

DB-2A, DB-5A, AND

DB-6A.

1'-2"

1'-10"

2'-0"

3"

4'-4" +2"

3"

#6 @ 12" E.W.

CHAMBER

CLEAR TO OUTSIDE OF

CONDUIT. (TYPICAL)

FILLING CULVERT

5'-0"

1/4/1993 10:59 P.M.

‚"=1'-0" •"=1'-0"

•"=1'-0"

‚"=1'-0"

USE 3"x…" GALVANIZED STEEL

3"x3"x…"x2'-0" GALVANIZED

3"x3"x…"x4'-0" GALVANIZED

•"x3"STAINLESS STEEL EXPANSION

•" HOLE @ 6" O.C.

•"x3" STAINLESS STEEL

1•"=1'-0"

‚"=1'

1•" = 1'-0"

AS CONSTRUCTED 7/9/98DRW/MRH

CABLE IS INSTALLED.

EXPANDING FOAM AFTER

PULL SLOTS (TYP. 2)

MOUNT TWO ENCLOSURES ON TOP

OF ONE ANOTHER.

37 5/8"

35 5/8"

31 5/8"

M I

N

BASE AND BE SET ON 6" OF

ENCLOSURE SHALL HAVE OPEN

WITH GRADE.

MOUNT TOP OF ENCLOSURE FLUSH

11,000 PSI.

A MATERIAL COMPRESSIVE STRENGTH OF NO LESS THAN

TESTED TO TEMPERATURES OF -50° F., AND HAVE

OF 15,000 LBS. OVER 10" SQ. AREA, DESIGNED AND

ENCLOSURE AND COVERS SHALL HAVE A SERVICE LOAD

NOTE:

FIBERGLASS.

AND REINFORCED BY A HEAVY-WEAVE

CONSTRUCTED OF POLYMER CONCRETE

ENCLOSURE AND COVER SHALL BE

WITH WASHER (TYP. 2)

SECTION

LOCATIONS (TYPICAL).

SIZES, QUANTITY &

CONDUIT TYPES,

SEE PLANS FOR

PLAN VIEW

PULLBOX DETAIL

EL22

SCALE: 1"=1'-0"

+568.25

TYP.FOR RUNGS

GALVANIZED WITH HOLES

GALVANIZED

GALVANIZED

EXPANSION ANCHOR

304 STAINLESS

3" 3"1'-6"

2'-0"

CLEAR

1'-6"

PLAN VIEW

ELEVATION VIEW

LADDER DETAIL

EL22

SCALE:

(8) BOLTS.

AND LID WITH

PULLBOX FRAME

ATTACH GROUND CONDUCTOR

TO BASE. SEE 1/EL135.

2" CONDUIT. SEAL WITH

LOCK SURFACE

"LB" FITTING, PROVIDE

CONDUIT SUPPORT AS REQUIRED.

BOAT HOIST. CONNECTION

EXISTING POWER CABLE TO

EXISTING BOAT HOIST

DS-1

BOAT HOIST DETAIL

EL22

NOT TO SCALE

1 0 1

SCALE FEET

PULLBOX DETAIL

EL22

SCALE: 1"=1'-0"

0'-5"

4'-6"

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

PLAN VIEW

SEE OTHER

CONDUIT TYPE,

SIZES, QUANTITY &

LOCATIONS (TYP).

16#6x

OUTSIDE FACE.

12#6x

INSIDE FACE.

2" CL

10"

10"

SECTION

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

4'-6"

1"=1'

FEETSCALE

EXISTING EARTH

5#4 TIES

EACH FACE.

TERMINATE ALL

CONDUIT INSIDE

PULLBOX WITH

END BELL FITTINGS.

4#6 TOP & BOTTOM

EACH WAY.

C L

C L

TAP DETAIL.

1"=1'-0"SCALE: EL22

2PULLBOX DETAIL

PLAN VIEW

2'-6"

SECTION

3'-6"

0'-3" 0'-3"

PULLBOX FRAME

AND LID WITH

(8) BOLTS.

GROUT SMOOTH

ALL SIDES AND

BREAK OUT AS

NECESSARY FOR

END BELLS.

SAW CUT EXISTING

CONCRETE.

SEE PLANS FOR

CONDUIT TYPES,

SIZES, QUANTITY &

LOCATIONS (TYPICAL).

SAWCUT EXISTING

CONCRETE 4" (TYP).

NON-SHRINK GROUT

EXISTING

CONCRETE

0'-5"

BOTTOM.

EXISTING EARTH

TOP SLAB SHALL BE

CONTINUOUS TO PULLBOX

FRAME.

EL134

REDUCER.

AT DISCONNECT BY CONTRACTOR.

FREE DRAINING GRAVEL.

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

1"=1'-0"

EL22

e l

2 ELECTRIC PULLBOX DETAILS

11 DEC 92

T Y

P

R U

G

S P

A C I

N G

D E

P

H

V E

R I

E

A

N H

O

T A I

L S

GALVANIZED

EXPANSION ANCHOR

304 STAINLESS

TYP.

DRAWINGS FOR

1/4/1993 11:54 P.M.

1•"=1'-0"

1•" RIGID GALVANIZED

…" HEX BOLT

THREADED 2" T0 1•"

1•" CONDUIT.

(2)†"0 x 2ƒ"

‡"0 STEEL BAR

PL…"x3" STRINGER

(2)†"0 x 2ƒ"

1•"=1'-0"

L4x4x•x0'-4"

L8x4x•x0'-6"

AS CONSTRUCTED 7/9/98DRW/MRH

ALL DUCTS SHALL BE 4"

A

B

1'-5"

5" 6" 6"

C

1'-0"

4"4"4"

B

A

ALL DUCTS SHALL BE 2"

ALL DUCTS SHALL BE 4"

4"6"4"

DUCT

NUMBER NUMBER

CABLE

1JA2 GND

1JA1 P0C

1'-2"

"8

A

DUCT BANK 1J - SECTION 1J

BY GOVERNMENT.

"WATER" REPRESENTS NEW WATER LINE INSTALLED1.

NOTES:

ALL DUCTS SHALL BE 2"

CW1

L13

L1F

DUCT

NUMBER NUMBER

CABLE

1GA2

1GB1

1GA1

DUCT BANK 1G - SECTION 1G

1GB2 L1H

1GC1

1GC2

L1L

P11

NOTE: SEE DUCT BANK

INSTALLATION NOTES ON

SHEET EL28.

ALL CROSS-OVER DUCTS SHALL BE 4"

C

P11

1FC1

1FC2

SPARE

SPARE

1HC1

1HC2

C

1BF5

1BF4

1BF1

1BF2

1BF3

P11

L1F

L12

CW1

P18M

E

L1A

GND,T10

P1AM

C10

L1C

C1AM

C1BM

P17M

P14M

C1CM

C1DM

C1EM

C1GM

SPARE

P15M

C1L

C1LM

L1K

P1EM

P11M

P12M

P13M

C1IM

C1TM

P16M

A

B

C

D

F

1 2 3 4

DUCT

NUMBER NUMBER

CABLE

1BA2

1BA3

1BA4

1BB1

1BB2

1BB3

1BB4

1BC1

1BC2

1BC3

1BC4

1BD1

1BD2

1BD3

1BE3

1BE2

1BE1

1BD4

1BE4

1BA1

1BE5

1BD5

1BC5

1BB5

1BA5

DUCT BANK 1B - SECTION 1B

DUCT BANK 1F - SECTION 1F

1'-0"

4"4"4"

B

A L13

L1F

L1B

DUCT

NUMBER NUMBER

CABLE

1FA2

1FB1

1FB2

1FA1

1HA1

1HB2

1HB1

1HA2

CABLE

NUMBERNUMBER

DUCT

P08

P07

C80,C82

P09

A

B

1 2

4" 5" 4"

1'-1"

DUCT BANK 1H - SECTION 1H

DUCT BANK 1I - SECTION 1I

P10

P0J

P0H

DUCT

NUMBER NUMBER

CABLE

1IA2

1IB1

1IB2

1IA1

DUCT BANK 1A - SECTION 1A

A

B

P12M

P15M

P1CM

C1IM

C1EM,C1GM

P13M

CABLE

NUMBERNUMBER

DUCT

C

D

3 4

P18M

L10

P1DM

1 0 1

SCALE FEET

DUCT BANK CROSS SECTIONS

EL23

SCALE:

5 6

SPARE

P16M

P11

P1AM

C80

P08

P07

G

H

1BG5 P08

1BG3

1BG4

1BG2

1BG1

C80,C82

P07

P1BM

P09

1BH5

1BH3

1BH4

1BH2

1BH1

SPARE(POI)

SPARE(P0J)

SPARE(P0H)

DUCT BANK 1C - SECTION 1C

H

G

F

E

D

C

B

A

1 3 4 5

1CC3

P111CF5

SPARE(P0J)

SPARE(POI)

SPARE(P0H)

1CH5

1CH4

1CH3

1CH2

1CH1

1CG5

1CG4

1CG3

1CG2

1CG1

P07

P08

P09

C80,C82

P1BM

GND,T10

L1A

1CF3

1CF4

1CF2

1CF1

1CE5

1CE4

1CE2

1CE3

L12

L1F

CW1

P18M

C10

P1AM

1CD2

1CD4

1CD5

1CE1

1CD3

1CC5

1CD1

1CC4

P1EM

P12M

P16M

P11M

C1TM

C1LM

C1L

NUMBER

CAIM1CA4

1CC2

1CC1

1CB5

1CB4

1CB1

1CB3

1CB2

1CA5

P15M

SPARE

C1IM

C1GM

C1CM

C1EM

C1DM

CAM

NUMBER

1CA2

1CA3

1CA1

DUCT

C1BM

GND

C1AM

CABLE

A

" 1

DUCT BANK 1K - SECTION 1K

1'-11"

5"4"

B

4"

1KB2

1KB3

1KB1

1KA3

P1DM

C82,T10,T80

P1FM

L1K,L1S

NUMBER

DUCT

1KA1

1KA2

CABLE

NUMBER

L1F

CW1

5"

5" 6" 6" 6" 6" 6" 5"

4'-10"

6"4" 6"6" 6" 4"

2'-8"

2'-8"

6"6"4" 6" 4"6"

1DA4

1DB4

1DB5

1DC1

1DC2

1DA5

1DB2

1DB3

1DB1

1DA3

DUCT

NUMBER

1DF1

1DF2

1DF4

1DF3

1DE3

1DE2

1DE4

1DE5

1DD2

1DD3

1DE1

1DD5

1DD4

1DC4

1DD1

1DC5

1DF5

DUCT BANK 1D - SECTION 1D

1DC3

2'-8"

4"

F

E

4"

D

C

B

A

1 2 3

4 5

P11

SPARE(P0J)

SPARE(P0H)

SPARE(POI)

P07

P08

P09

C80,C82

P1BM

L1A

GND

SPARE

P1AM

L12

L1F

CW1

P18M

SPARE

P11M

CEIM

P16M

P1EM

GND

CEM

P12M

NUMBER

CABLE

DUCTS IN ROW "H" SHALL BE 4"

DUCTS IN ROW "A" SHALL BE 2"

NUMBERNUMBER

DUCT BANK 1E - SECTION 1E

D

C

B

A

1ED2

1ED3

1ED5

1ED42'-8"

4" 4"

P08

SPARE(P0J)

SPARE(POI)

SPARE(P0H)

C80,C82

P07

P09

P1BM

P11

L1F

L12

CW1

1EA1

1EA4

1EB4

1EB5

1EC1

1EC2

1EA5

1EB2

1EB3

1EB1

1EA3

1EA2

1EC4

1ED1

1EC5

1EC3

GND

P1AM

SPARE

SPARE

P18M

L1A

DUCT

21 3 4 5

CABLE

1AA4

1AA5

1AA2

1AA3

1AA1

1AA9

1AA8

1AA7

1AA6

1AB9

1AB8

1AB7

1AB6

1AB5

1AB4

1AB3

1AB2

1AB1

1AC2

1AC9

1AC8

1AC7

1AC6

1AC5

1AC4

1AC3

1AC1

1AD2

1AD9

1AD8

1AD7

1AD6

1AD5

1AD4

1AD3

1AD1

6"6"

7 8 9

6"

DUCTS A3, A4, A5 AND E4 SHALL BE 2"

DUCTS IN ROW "H" SHALL BE 4"

DUCTS A4 AND A5 SHALL BE 2"

DUCTS IN ROW "D" SHALL BE 4"

6"6"6"6"

6"6" 6"6"

DUCTS B1, B3, B4 AND B5 SHALL BE 2"

DUCTS IN ROW "F" SHALL BE 4"

C

1IC2

1IC1 POK

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

DACW25-93-B-0006

EL23

e l

3 DUCT BANK SECTIONS

11 DEC 92

DUCTS IN ROW "A" SHALL BE 2".

SPARE1KA4

1KB4 SPARE

5"

AMD. #2 - MINOR REVISIONS

3/17/1993 11:25 A.M.

623 26TH AVENUE

KJWW ENGINEERING CONSULANTS

1•"=1'-0"

1•"=1'-0"

DUCT D1 SHALL BE 1•"

1•"=1'-0"

SPARE

SPARE

C1AM,C1CM

C1BM,C1DM

P14M

P17M

P1EM

C1L,C1LM

C1LM,C1TM

GND,T80

SPARE

SPARE

L1

P1BM

P09

P10

SPARE (POK)

ELIM PER CLAS.

P15M

P10

SPARE (POK)

SPARE (POK)

P10

DUCT B2 SHALL BE 1•"

P10

SPARE (POK)

SPARE

POI 2

2 REVISED AS CONSTRUCTED 7/8/98DRW/MRH

CWI 2

SPARE 2

DUCT A3 SHALL BE 1•"

P11M2

SPARE(POH)

SPARE(POI)

SPARE(POJ)

SPARE(POK)

3MAR93

1'-1"

4"5"4"

DUCT BANK 2F - SECTION 2F

ALL DUCTS SHALL BE 2"

L23

C20

P2CM

P2DM

DUCT

NUMBER NUMBER

CABLE

2GA2

2GB1

2GB2

2GA1

A

B

SHEET EL28.

INSTALLATION NOTES ON

NOTE: SEE DUCT BANK

ALL CROSS-OVER DUCTS 4"

DUCT BANK 2A - SECTION 2A

1 0 1

SCALE FEET

DUCT BANK CROSS SECTIONS

EL24

SCALE:

6"

3'-4"

6"5"

D

6"6" 6"

C

B

A

1 2 3 4 5

5"

DUCT

2AA4

2AA3 P23M

2AA1

2AA2 C2IM,C2LM

SPARE

CABLE

NUMBERNUMBER

2AA5

2AA6

2AB6

2AB5

2AB4

2AB3

2AB2

2AB1

2AC3

2AC6

2AC5

2AC4

2AC1

2AC2

2AD3

2AD6

2AD5

2AD4

2AD1

2AD2

P2BM

P2DM

GND

C2CM,C2DM

C2TM

P24M

SPARE

P27M

P28M

P26M

P2CM

L2

P25M

L20

SPARE

C2FM,C2HM

P2AM

C2AM,C2BM

SPARE

P21M

P22M

DUCT BANK 2B - SECTION 2B

NUMBER

DUCTS IN ROWS "A" AND "B" SHALL BE 2"

4"

1'-11"

G

E

D

C

B

A

5"5" 5"

2BF2

2BF3

2BF4

2BF1

4"

2BE1

2BE3

2BE4

2BE2

2BD4

2BD3

2BD2

" 2BB3

2BC2

2BD1

2BC3

2BC4

2BC1

2BB4

2BB1

2BB2

2BA4

2BA2

2BA3

2BA1

1 2 3 4

DUCT

NUMBER

L21

L2B

P2AM

P28M

C2IM

C2TM

C2LM

GND

C2DM

C2HM

C2FM

P27M

L22

C2CM

C2AM

C2BM

P2BM

L2A

P23M

P21M

P24M

P25M

P22M

P26M

CABLE

DUCTS C1 AND C2 SHALL BE 2"

2BG4

2BG3

2BG1

2BG2

C20

SPARE

SPARE

SPARE

F

DUCT BANK 2C - SECTION 2C

2CC3

G

F

E

D

2CG4

DUCTS IN ROW "A" SHALL BE 2"

DUCTS B1, B2, C1, C2 SHALL BE 2"

1'-11"

4"

5"4" 5" 5"

2CF4

2CG3

2CG1

2CG2

2CE4

2CF3

2CF1

2CF2

2CD3

2CD4

2CE3

2CE1

2CE2

2CC4

2CD2

2CD1

C

B

A

1 2 3 4

2CA2

2CB3

2CB4

2CC2

2CC1

2CA3

2CA4

2CB2

2CB1

DUCT

2CA1

NUMBER

C2AM

C20

SPARE

SPARE

SPARE

L21

P2AM

L2B

P28M

GND

C2FM

C2IM

C2LM

C2TM

C2HM

C2CM

C2DM

C2BM

P26M

L2A

L22

GND

CBM

CBIM

P21M

P22M

CABLE

NUMBER

P25M

DUCT B3 SHALL BE 1 1/2"

2DC3 C2AM

DUCTS A3, B3 SHALL BE 1 1/2"

DUCT BANK 2D - SECTION 2D

DUCTS A1, A2, B1, B2 SHALL BE 2"

5"

1'-11"

4"

G

F

E

D

5"5"

4"

2DG4 C20

2DF4

2DG3

2DG1

2DG2

2DE4

2DF3

2DF1

2DF2

SPARE

SPARE

L21

SPARE

L2B

P2AM

GND

P28M

2DD3

2DD4

2DE3

2DE1

2DE2

2DC4

2DD2

2DD1

C2FM

C2IM

C2TM

C2LM

C2HM

C2CM

C2DM

C2BM

C

B

A

2 3 4

NUMBER

2DA2 CFM

2DB3

2DB4

2DC2

2DC1

2DA3

2DA4

2DB2

2DB1

GND

CBIM

CBM

GND

2DA1

NUMBER

DUCT CABLE

CFIM

DUCT BANK 2E - SECTION 2E

1'-1"

4" 5"

C

B

A

1 2

4"

P2AM2EA2

2EB1

2EB2

2EC2

2EC1 SPARE

SPARE

L2B

L21

NUMBER

DUCT

2EA1

NUMBER

CABLE

P28M

2'-4"

DUCT BANK 3A - SECTION 3A

6"

D

5" 6"6"

B

C

A

1 2 3 4

5"

NUMBER

DUCT

NUMBER

CABLE

F

G

E

H

CGA

CGIA

CCA

P52A

P56A

P51A

P03

SPARE

P05C

P04

T70

P05D

P06

P5BA

GND

C70

P5AA

POJ

POI

POH

POK

DUCTS IN ROW A, B AND G SHALL BE 3"

C3DM

3BC3

DUCT BANK 3B - SECTION 3B

5"

2'-5"

4"

G

F

E

D

5"5"

4"

P36M

3BG4

3BF2

3BF1

3BF3

3BE4

3BG2

3BG1

3BG3

3BF4

P31M

P32M

SPARE

C3TM

C3TA

C3LM

3BD1

3BD2

3BC4

3BE2

3BE1

3BE3

3BD4

3BD3

C3EA

C3IM

C3IA

C3GA

C3GM

C3CA

C3DA

C3EM

C

B

A

2 3 4

NUMBER

P34M3BA2

3BB1

3BB2

3BA4

3BA3

3BC1

3BC2

3BB4

3BB3

C3BA

C3AA

C3CM

C3BM

C3AM

P34A

P37M

P33A

NUMBER

3BA1

DUCT CABLE

P33M

H

6"

3BA5

3BB5

3BC5

3BD5

3BE5

3BF5

3BG5

P32A

P31A

P35M

SPARE

SPARE

SPARE

SPARE

3BH1

3BH5

3BH3

3BH4

3BH2

L3

P30

GND

T30

P3AM

DUCTS IN ROW "A" SHALL BE 2"

DUCT H5 SHALL BE 4"

3AA1

3AA3

3AA4

3AA2

3AB3

3AB4

3AB2

3AB1

3AC4

3AC2

3AC1

3AC3

3AD4

3AD3

3AD2

3AD1

3AE3

3AE4

3AE1

3AE2

3AF2

3AF4

3AF3

3AF1

3AG1

3AG3

3AG2

3AG4

3AH2

3AH4

3AH3

3AH1

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

EL24

e l

4 DUCT BANK SECTIONS

11 DEC 92

CABLEDUCT

1'-1"

4"4" 5"

B

A

1LB1

1LB2

NUMBER

1LA2

1LA1

SPARE (COAX)

SPARE (TELECOMMUNICATION)

NUMBER

SPARE (FIBER OPTIC)

SPARE (TOWER POWER)

DUCT BANK 1L - SECTION 1L

CONDUCTORS AND CABLE INSTALLATION IN DB-1L SHALL BE BY

THE GOVERNMENT. COODINATE WITH CONTRACTING OFFICER.

1/8/1993 4:05 P.M.

1•"=1'-0"

1•"=1'-0"

SPARE

C3LA

1•"=1'-0"

1 REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

P53A

P54A

P57A

L50

CCIA

L5

P02

P5CA

SPARE

SPARE

SPARE

ALL OTHER DUCTS SHALL BE 4".

DUCTS C3, D3, D4, E4, F1, F3 AND F4 SHALL BE 3"

(SECTION "LOOKING" DOWNSTREAM)

T303FC2

C

NOTE: SEE DUCT BANK

INSTALLATION NOTES ON

SHEET EL28.

DUCT BANK 3F - SECTION 3F

3FA1

3FB2

3FB1

3FA2

CABLE

NUMBERNUMBER

DUCT

1'-2"

4"6"4"

B

A

L3B

GND

P30

L3C

SCALE: EL25

1DUCT BANK CROSS SECTIONS

1 0 1

SCALE FEET

P303CH5

DUCT BANK 3C - SECTION 3C

DUCTS A1, A2, A4 AND A5 SHALL BE 2"

2'-5"

4"5"4"

H

5"5" 6"

G

F

E

C

D

B

3CG1

3CH1

3CH3

3CH4

3CH2

3CG5

3CG3

3CG4

3CG2

3CF2

3CF5

3CF4

3CF3

3CE5

3CF1

3CE3

3CE4

P35M

GND

T30

P3AM

L3

SPARE

SPARE

SPARE

SPARE

CGM

CEA

CEIA

GND

CGIM

SPARE

3CC4

3CD5

3CE1

3CE2

3CD4

3CC5

3CD1

3CD3

3CD2

3CB5

3CC2

3CC3

3CC1

3CB1

3CB2

3CB4

3CB3

C3DA

C3TM

C3LM

C3TA

C3IA

C3GM

C3GA

C3IM

C3EA

C3EM

C3CA

C3DM

C3BA

C3AA

C3CM

C3BM

C3AM

A

1 2 3 4 5

NUMBER

3CA1

3CA5

3CA3

3CA4

3CA2

NUMBER

DUCT

CCIM

GND

CAIA

CAA

CCM

CABLE

DUCT BANK 3D - SECTION 3D

2'-5"

DUCTS IN ROW "B" SHALL BE 2"

5"5"4"

D

5" 4"

A

C

B

1 2 3 4 5

3DC2

3DC4

3DD5

3DD4

3DC5

3DD1

3DD3

3DD2

3DC3

NUMBER

3DB5

3DC1

3DB1

3DB2

3DB4

3DB3

3DA5

3DA4

3DA1

3DA3

3DA2

DUCT

NUMBER

CABLE

DUCTS A1, A2, A4, A5 AND C1 SHALL BE 2"

P31A

P32A

P31M

P36M

P32M

T30

P30

GND

L3

P3AM

SPARE

SPARE

SPARE

SPARE

P35M

P31A

P32A

P36M

P32M

P31M

6"

DUCT H5 SHALL BE 4"

DUCT D5 SHALL BE 4"

SPARE

DUCT B5 SHALL BE 4"

2'-5"

DUCT BANK 3E - SECTION 3E

5"4"

B

5" 6"5" 4"

" P3AM

GND

P30

T30

SPARE

SPARE

SPARE

L3

A

1 2

3 4 5

3EB5

3EB2

3EB4

3EB3

3EA5

3EA4

3EB1

3EA3

3EA2

NUMBER

3EA1

DUCT

NUMBER

CABLE

DUCT A2 SHALL BE 4"

DUCT B2 SHALL BE 2"

DUCT BANK 4A - SECTION 4A

1'-11"

4"5"4" 5"5"

E

C

D

B

4AE3

4AE4 SPARE

4AC4

4AE1

4AE2

4AD4

4AD1

4AD3

4AD2

4AC2

4AC3

4AC1

4AB1

4AB2

4AB4

4AB3

SPARE

P67A

P64A

P63A

CDIA

SPARE

CDA

P62A

P66A

P61A

L47

SPARE

CHIA

CHA

A

1 2 3 4

NUMBER

4AA1

4AA3

4AA4

4AA2

NUMBER

DUCT

GND

L60

L6

P6AA

CABLE

SPARE

DUCT BANK 4B - SECTION 4B

"5

5"

4'-5"

E

D

5"4"

4"5"

A

C

B

1 2

3 4

4BA3 P47A

4BA4

P47M

NUMBER

4BA1

4BA2

DUCT

NUMBER

P44A

P43A

CABLE

F

G

H

5"

5"

5"

5"

5"

5"

4BA5 P44M

4BA6

P43M

4BA7 P2AM

4BA8 P28M

4BA9 SPARE

4BA0 SPARE

C2CM4BB0

C2DM4BB9

L24BB8

L204BB7

P41M

4BB6

P42M4BB5

P42A4BB2

P46M

4BB4

P41A4BB3

4BB1 P46A

L424BC1

4BC3 L43

4BC4 GND

4BC2 L4A

4BC5 P45M

4BC6 SPARE

4BC7 P21M

4BC8 P25M

4BC9 C2LM

4BC0 C2IM

C4AA4BD1

4BD3 C4CA

4BD4 C4AM

4BD2 C4BA

4BD5 C4BM

4BD6 C4CM

4BD7 P22M

4BD8 P26M

4BD9 P24M

4BD0 P23M -4BH0

-4BH9

-4BH8

-4BH7

SPARE4BH6

SPARE4BH5

-4BH2

SPARE4BH4

-4BH3

4BH1 -

P2DM4BG0

P2CM4BG9

SPARE4BG8

SPARE4BG7

P4AM4BG6

SPARE4BG5

SPARE4BG2

SPARE4BG4

SPARE4BG3

4BG1 P4AA

C4IA4BF1

4BF3

C4TA

4BF4 C4IM

4BF2

4BF5 C4LM

4BF6 C4TM

4BF7 C2HM

4BF8 C2FM

4BF9 C2TM

4BF0 GND

P2BM4BE0

P27M4BE9

C2AM4BE8

C2BM4BE7

C4HM4BE6

C4FM4BE5

CABLE

C4DA

C4FA

NUMBER

DUCT

4BE2

4BE1

NUMBER

C4DM4BE4

C4HA4BE3

DUCTS A1, A2, A3, B1, B2, B3 AND C1 SHALL BE 2"

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

EL25

e l

5 DUCT BANK SECTIONS

11 DEC 92

1/5/1993 9:07 P.M.

1•"=1'-0" 1•"=1'-0"

1•"=1'-0"

DUCT A3 SHALL BE 1•"

DUCT A3 SHALL BE 1•"

DUCT C2 SHALL BE 1•" 1

C4LA

C3LA

SPARE

1 REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

FIELD VERIFY DUCTS AND CABLES

NOTE: SEE DUCT BANK

INSTALLATION NOTES ON

SHEET EL28.

DUCT BANK CROSS SECTIONS

EL26

SCALE:

DUCTS A1, A2, B1 AND B2 SHALL BE 2"

4CE3 C4HA

4CE4 C4DM

NUMBER

4CE1

4CE2

DUCT

NUMBER

C4FA

C4DA

CABLE

4CE5 C4FM

4CE6 C4HM

4CE7 C2BM

4CE8 C2AM

4CE9 P27M

4CE0 P2BM

GND4CF0

C2TM4CF9

C2FM4CF8

C2HM4CF7

C4TM4CF6

C4LM4CF5

C4LA4CF2

C4IM4CF4

C4TA4CF3

4CF1 C4IA

P4AA4CG1

4CG3 SPARE

4CG4 SPARE

4CG2 SPARE

4CG5 SPARE

4CG6 P4AM

4CG7 SPARE

4CG8 SPARE

4CG9 P2CM

4CG0 P2DM

-4CH1

4CH3 -

4CH4 SPARE

4CH2 -

4CH5 SPARE

4CH6 SPARE

4CH7 -

4CH8 -

4CH9 -

4CH0 -P23M4CD0

P24M4CD9

P26M4CD8

P22M4CD7

C4CM4CD6

C4BM4CD5

C4BA4CD2

C4AM4CD4

C4CA4CD3

4CD1 C4AA

C2IM4CC0

C2LM4CC9

P25M4CC8

P21M4CC7

SPARE4CC6

P45M4CC5

L4A4CC2

GND4CC4

L434CC3

4CC1 -

CFIA4CB1

4CB3 GND

4CB4

P46M

4CB2 CFA

4CB5 P42M

4CB6

P41M

4CB7 L20

4CB8 L2

4CB9 C2DM

4CB0 C2CM

SPARE4CA0

SPARE4CA9

P28M4CA8

P2AM4CA7

P43M

4CA6

P44M4CA5

5"

5"

5"

5"

5"

5"

H

G

F

CABLE

CBA

CBIA

NUMBER

DUCT

4CA2

4CA1

NUMBER

P47M

4CA4

GND4CA3

B

C

A

5" 4"

4" 5"

D

E

4'-5"

5"

DUCT BANK 4C - SECTION 4C

DUCTS A3 AND B3 SHALL BE 2"

DUCTS A1, A2, A3, B1, B2, B3, C2 AND C3 SHALL BE 2"

4EE3

4EE4

C4DM

NUMBER

4EE1

4EE2

DUCT

NUMBER

CABLE

4EE5

C4FM

4EE6

C4HM

4EE7

C2BM

C2AM

P27M

P2BM

GND

C2TM

C2FM

C2HM

4EF7

C4TM

4EF6

C4LM

4EF5

4EF2

C4IM

4EF4

4EF3

4EF1

4EG1

4EG3

4EG4

L4D

4EG2

4EG5

L46

4EG6

P4AM

4EG7

SPARE

SPARE

P2CM

P2DM

4EH1

4EH3

4EH4

SPARE

4EH2

4EH5

SPARE

4EH6

SPARE

4EH7

-P23M

P24M

P26M

P22M

4ED7

C4CM

4ED6

C4BM

4ED5

4ED2

C4AM

4ED4

4ED3

4ED1

C2IM

C2LM

P25M

P21M

4EC7

L45

4EC6

P45M

4EC5

4EC2

GND

4EC4

4EC3

4EC1

4EB1

4EB3

4EB4

4EB2

4EB5

P42M

4EB6

P41M

4EB7

L20

L2

C2DM

C2CM

L48

SPARE

P28M

P2AM

4EA7

P43M

4EA6

P44M

4EA5

5"

5"

5"

H

G

F

CABLE

NUMBER

DUCT

4EA2

4EA1

NUMBER

P47M

4EA4

4EA3

B

C

A

5" 4"

4" 5"

D

E

3'-2"

5"

DUCT BANK 4E - SECTION 4E

DUCT BANK 4F - SECTION 4F

5"

1'-11"

E

D

5"4"

5"

A

C

B

1 2

4FA3

4FA4

NUMBER

4FA1

4FA2

DUCT

NUMBER

CABLE

F

G

P2AM

P28M

SPARE

L48

C2CM

C2DM

L2

L20

4FB2

4FB4

4FB3

4FB1

4FC1

4FC3

4FC4

4FC2

P21M

P25M

C2LM

C2IM

4FD1

4FD3

4FD4

4FD2

P22M

P26M

P24M

P23M

P2DM

P2CM

SPARE

SPARE

4FG2

4FG4

4FG3

4FG1

4FF1

4FF3

4FF4

4FF2

C2HM

C2FM

C2TM

GND

P2BM

P27M

C2AM

C2BM

4FE2

4FE1

4FE4

4FE3

DUCTS A1, A2, A3, B1, B2, B3, C2 AND C3 SHALL BE 2"

4GE3

C4DM4GE1

4GE2 C4FM

C4HM

C4TM

C4LM4GF2

C4IM

4GF3

4GF1

4GG1

4GG3

L4D

4GG2 L46

P4AM

4GH1

4GH3

SPARE

4GH2 SPARE

SPARE

C4CM

C4BM4GD2

C4AM

4GD3

4GD1

L45

P45M4GC2

GND

4GC3

4GC1

4GB1

4GB3

P41M

4GB2 P42M

P46M

P43M

P44M

H

G

F

CABLE

NUMBER

DUCT

4GA2

4GA1

NUMBER

P47M4GA3

B

C

A

4"

4" 5"

D

E

1'-6"

5"

DUCT BANK 4G - SECTION 4G

4"

DUCT BANK 4H - SECTION 4H

5"

1'-6"

E

D

5"4"

4"

A

C

B

1 2

4HA3

GND

NUMBER

4HA1

4HA2

DUCT

NUMBER

CABLE

F

G

H

CDIM

CDM

CHM

CHIM4HB2

GND

4HB3

4HB1

4HC1

4HC3

GND

4HC2 -

4HD1

4HD3

C4AM

4HD2 C4BM

C4CM

SPARE

SPARE4HH2

SPARE

4HH3

4HH1

P4AM

L464HG2

L4D

4HG3

4HG1

4HF1

4HF3

C4IM

4HF2 C4LM

C4TM

C4HM

C4FM4HE2

4HE1 C4DM

4HE3

DUCTS A2, A3, B2 AND B3 SHALL BE 2"

SPARE

SPARE

SPARE

CABLE

NUMBER

DUCT

4IA2

4IA1

NUMBER

P4AM

4IB2

4IB1

B

A

4" 5"

1'-1"

DUCT BANK 4I - SECTION 4I

4"

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4

2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

EL26

e l

6 DUCT BANK SECTIONS

11 DEC 92

12/4/1992 11:41 A.M.

1•"=1'-0"

1•"=1'-0"

P46M

1 REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

1•"=1'-0"

DUCTS A1 AND B1 SHALL BE 1•"

ORIGINAL DUCT BANK WAS REUSED.

SECTION 4D DELETED BECAUSE

NOTE: SEE DUCT BANK

INSTALLATION NOTES ON

SHEET EL28.

DUCT BANK CROSS SECTIONS

EL26A

SCALE:

DUCT BANK 5B - SECTION 5B

E

D

A

C

B

1 2 3

5BA3

P53A

NUMBER

5BA1

5BA2

DUCT

NUMBER

CABLE

F

G

H

P54A

P57A

GND

CCIA5BB2

CCA

5BB3

5BB1

5BC1

5BC3

L5A

5BC2 CGA

CGIA

5BD1

5BD3

P51A

5BD2 P52A

P56A

SPARE

C705BH2

P5AA

5BH3

5BH1

L5B

P065BG2

GND

5BG3

5BG1

5BF1

5BF3

P05D

5BF2 P05C

P04

L52

P035BE2

5BE1 P02

5BE3

DUCTS A1, A2, A3, B1, C1, C2, AND ROW D SHALL BE 2"

DUCT BANK 5A - SECTION 5A

ALL CROSS-OVER DUCTS SHALL BE 4"

D

C

B

A

1 2 3 4 5

C705AB2

P0H

T70

P5CA

P57A

P04

CC1A

P52A

PO5C

P06

5AD8

5AD7

5AD6

5AD5

5AD4

5AD2

5AD3

5AC2

5AC6

5AC8

5AD1

5AC7

5AC4

5AC5

5AC3

5AC1

5AB7

5AB8

5AB4

5AB5

5AB6

5AB3

GND

P0J

LCA

P02

NUMBER

CABLE

P0K

6 7 8

5AA7

5AB1

5AA8

5AA6

5AA5

5AA4

5AA3

DUCT

NUMBER

5AA2

5AA1

I

-5BA4

-5BB4

5BC4 GND

5BD4 -

P5CA5BE4

5BF4 T70

P5BA5BG4

5BH4 SPARE

SPARE(P0K)5BI4

5BI1

5BI3

SPARE(P0H)

5BI2 SPARE(P0I)

SPARE(P0J)

SPARE(P0J)

SPARE(P0I)

SPARE(P0H)

SPARE(P0K)

SPARE

5CG4

P5BA

T70

5CF4

5CE4

P5CA

5CD4

GND

5CC4

5CB4

5CA4

5CE3

P02

5CE1

5CE2

P03

L52

P04

P05C

5CF2

P05D

5CF3

5CF1

5CG1

5CG3

GND

5CG2

P06

L5B

P5AA

C70

SPARE

P56A

P52A

5CD2

P51A

5CD3

5CD1

CGIA

CGA

5CC2

L5A

5CC3

5CC1

5CB1

5CB3

5CB2

G

F

CABLE

NUMBER

DUCT

5CA2

5CA1

NUMBER

5CA3

B

C

A

D

E

DUCT BANK 5C - SECTION 5C

SPARE(P0J)

SPARE(P0I)

SPARE(P0H)

SPARE(P0K)

SPARE

P5BA

T70

5EE4

P5CA

5ED4

5EC4

5EB4

5EA4

5EE3

P02

5EE1

5EE2

P03

L52

P04

P05C

P05D

GND

P06

L5B

P5AA

C70

SPARE

5ED2

5ED3

5ED1

5EC2

5EC3

5EC1

5EB1

5EB3

5EB2

CABLE

NUMBER

DUCT

5EA2

5EA1

NUMBER

5EA3

B

C

A

D

E

DUCT BANK 5D - SECTION 5D

DUCTS IN ROWS AND "I" SHALL BE 4"

DUCTS E1, E2, F1, F2, F3 AND G2 SHALL BE 4"

DUCTS C1, C2, D1, D2, D3 AND E2 SHALL BE 4"

DUCTS IN ROWS "G" SHALL BE 4"

5FA1

6"

A

B

C

4" 6" 6" 4"

2'-2"

DUCT

NUMBER NUMBER

CABLE

5FA2

5FA3

5FA4

5FB1

5FB2

5FB3

5FB4

DUCT BANK 5E - SECTION 5E

5FC1

5FC2

5FC3

5FC4 P0K

P0J

P0I

P0H

L55

P04

P05C

P05D

T70

P5CA

P03

P02

D

GND

P06

L5B

SPARE5FD4

5FD3

5FD2

5FD1

E

5FE1

5FE2

SPARE

C70

SPARE

SPARE

5HE2

5HE1

E

5HD1

5HD2

5HD3 P7T

P7U

P7S

D

SPARE

L57

C7F,C7G,C7G

C7G,C7G,C7G

L7P

C7G,C7G,C7G

C7G,C7G,C7G

L7P

5HC3

5HC2

5HC1

DUCT BANK 5G - SECTION 5G

5HB3

5HB2

5HB1

5HA3

5HA2

CABLE

NUMBERNUMBER

DUCT

1'-8"

4"6"6"4"

C

B

A 5HA1

5HE3 SPARE

SPARE

SPARE

5FE4

5FE3

DUCTS IN ROWS "C" SHALL BE 4"

41 2 3

DUCTS A1, A2, B1, B2, B3 AND P2 SHALL BE 4"

DUCT A4 SHALL BE 2"

DUCTS IN ROWS "E" SHALL BE 4"

DUCTS A1, A2, B1, B2, B3 AND C2 SHALL BE 4"

5GE3

5GE4

SPARE

SPARE

C70

SPARE

5GE2

5GE1

E

5GD1

5GD2

5GD3

5GD4

L5B

P06

GND

D

P02

P03

L57

P5CA

P05D

P05C

P04

L57

P0H

P0I

P0J

P0K5GC4

5GC3

5GC2

5GC1

DUCT BANK 5F - SECTION 5F

5GB4

5GB3

5GB2

5GB1

5GA4

5GA3

5GA2

CABLE

NUMBERNUMBER

DUCT

2'-2"

4"6"6"4"

C

B

A

6"

5GA1

DUCTS A3 AND A4 SHALL BE 2"

DUCTS A1, A2, B1, B2, B3 AND D2 SHALL BE 4"

DUCTS IN ROWS "C" SHALL BE 4"

DUCTS IN ROWS "D" AND "E" SHALL BE 4"

DUCTS B1, B2, C1 AND C2 SHALL BE 4"

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

(309) 788-0673 FAX: 309-786-5967

ROCK ISLAND, ILLINOIS 61201-5290

623 26TH AVENUE

KJWW ENGINEERING CONSULTANTS

DACW25-93-B-0006

EL26A

e l a

DUCT BANK SECTIONS

11 DEC 92

DUCTS IN A1, A2, A3, AND ROW B SHALL BE 2"

1/4/1993 6:14 P.M.

1•"=1'-0"

1•"=1'-0"

1•"=1'-0"

L5C,L5D 1

T70

6"6" 6" 6" 6" 5"

6'-10"

SPARE

P51A

P53A

P5AA5AA9

P61A5AA10

CHA5AA11

P63A5AA12

5AA13 CDIA

P05D

P03

P54A

5AB9 GND

5AB10 P62A

5AB11 CHIA

5AB12 P64A

5AB13 CDA

SPARE

SPARE

P56A

CGA

5AC9

SPARE

P0I

5AC10 P66A

5AC11 SPARE

5AC12 P67A

5AC13 P6AA

SPARE

SPARE

L5

CGIA

SPARE

P5BA5AD9

L605AD10

SPARE5AD11

SPARE5AD12

L6

1 1

LOOKING DOWN AT NEW MH

DUCT B3 SHALL BE 1•"

REVISED AS CONSTRUCTED 7/9/98 DRW/MRH

9 10 11 12 13

5" 6" 6" 6" 6" 6" 6" 6"

4"6"6"6"4"

2'-2"

L50

5AD13

4" 6" 6" 6" 4"

2'-2"

4" 6" 6" 6" 4"

2'-2"

BANK SECTIONS)

(NOT SHOWN ON DUCT

NOTE: SEE DUCT BANK

INSTALLATION NOTES ON

SHEET EL28.

MIN.

MIN.

M I

N

M I

N

C L

3"=1'-0"

FEETSCALE

EXCEPT WHERE NOTED OTHERWISE.

SEPARATION BETWEEN OUTER WALLS OF CONDUITS.

SPACERS SHALL BE DESIGNED FOR 1 1/2" MINIMUM

FOR USE WITH PVC CONDUIT.

SPACERS SHALL BE PREMANUFACTURED TYPE DESIGNATED

AND AT ALL DUCT BANK BENDS.

SPACERS SHALL BE INSTALLED AT 4'-0" CENTERS

3.

2.

1.

V A

R I

E S

VARIES

3"CL

MIN.

M I

N

1 1/2"

3"CL

N

C L

DUCT SPACER IN EARTH DETAIL

EL27

NOT TO SCALE

FINISHED GRADE

NEW CONCRETE SHALL

BE f'c = 4000 PSI.

EARTH

4#6 BAR CONTINUOUS

LAP 40 BAR DIAMETER

AT SPLICES. BAR SHALL

NOT CROSS MONOLITH OR

EXPANSION JOINTS (TYP).

18" MIN. (VARIES),

NOTE 3.

SPACERS SHALL BE

LOCKABLE SECTION

TYPE TO FORM ONE

RIGID SUPPORT.

2" TYPICAL, SEE

NOTE 3.NOTE 3.

2" TYPICAL, SEE

RIGID SUPPORT.

TYPE TO FORM ONE

LOCKABLE SECTION

SPACERS SHALL BE

NOTE 3.

EXPANSION JOINTS (TYP).

NOT CROSS MONOLITH OR

AT SPLICES. BAR SHALL

LAP 40 BAR DIAMETER

4#6 BAR CONTINUOUS

CONCRETE TOPPING

BE f'c = 4000 PSI.

NEW CONCRETE SHALL SPACER NOTES:

NOT TO SCALE EL27

2DUCT SPACER IN LOCKWALL DETAIL

M I

N

C L

MIN.

3"CL

1 1/2"

M I

N

MIN.

MIN.

3"CL

VARIES

N

N

V A

R I

E S

M I

N

C L

6CD4

6CD3

6CA1

DUCT

NUMBER NUMBER

CABLE

6CA2

6CA3

6CA4

6CB1

6CB2

6CB3

6CB4

DUCT BANK 6C - SECTION 6C

6CC1

6CC2

6CC3

6CC4

6CD2

6CD1

P67A

P64A

P63A

GND

CDA

CDIA

P66A

P62A

P61A

6BD1

6BD2

6BC4

6BC3

6BC2

6BC1

DUCT BANK 6B - SECTION 6B

6BB4

6BB3

6BB2

6BB1

6BA4

6BA3

6BA2

CABLE

NUMBERNUMBER

DUCT

4"9"

D

C

B

A

6BA1

6BD3

6BD4

GND

CHIA

CHA

1 0 1

SCALE FEET

DUCT BANK CROSS SECTIONS

EL27

SCALE:

SEE NOTE 4

DEPTH SHOWN IS MINIMUM. DEEPER DEPTH MAY BE

NECESSARY TO SLOPE CONDUIT, TO AVOID OBSTRUCTIONS

OR TO ENTER MANHOLES/PULLBOXES AS REQUIRED IN

THE SPECIFICATIONS AND DRAWINGS.

4.

DUCT BANK 6A - SECTION 6A

2'-10"

ALL CROSS-OVER DUCTS SHALL BE 4"

6"5"

D

6" 6" 6"

C

B

A

1 2 3 4 5

CDA6AB2

SPARE

SPARE

L6

SPARE

SPARE

SPARE

SPARE

P66A

L60

P67A

P6AA

CHIA

P62A

6AD5

6AD4

6AD2

6AD3

5"

6AC2

6AD1

6AC4

6AC5

6AC3

6AC1

6AB4

6AB5

6AB3

CDIA

P61A

P64A

GND

CHA

NUMBER

CABLE

P63A

6AB1

6AA5

6AA4

6AA3

DUCT

NUMBER

6AA2

6AA1

DUCTS A2, A3, A4, B3, B4, C2, C3, C4, D3 ,D4 AND E4 SHALL BE 2"

6BE4

6BE1

6BE2

6BE3

L61

P6AA

L62

L6

6BF4

6BF1

6BF2

6BF3

SPARE

SPARE

SPARE

GND

DUCTS A2, A3, A4, B3 AND B4 SHALL BE 2"

GND

SPARE

SPARE

SPARE

P6AA

L62

L6

P61A

CHA

CHIA

GND

P62A

P66A

COL. , CORPS OF ENGINEERS

JOHN R. BROWN

Solicitation Number:

ofSheet number:

Code:

Drawing

Date:

Approved by:

345 12

II

LOCKS AND DAM NO.15

Rock Island District of Engineers

US Army Corps reference SheetScale:Reviewed by:

Checked by:

Drawn by:

Designed by:

Symbol Description

Revisions

ApprovedDate

U.S. ARMY ENGINEER DISTRICT

CORPS OF ENGINEERS

ROCK ISLAND, ILLINOIS

AMAJOR REHABILITATION

MISSISSIPPI RIVER

D

C

B

5 4 3 2 1

A

B

C

D

#91075D

K J

W W

D

STAGE

S.W.R.

S.A.B.

D.R.W.

J.J.C.

M-L 15/116

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