L24-25_MGate_Anchorage_As_Advertised_Dwgs__Part5.pdf

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2019/05/27

2019/05/27

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®of Engineers

US Army Corps

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A1

SCALE: 1" = 1' 0 1' 2'6" A4

SCALE: 1" = 1' 0 1' 2'6"

ANCHORAGE BONDING DETAILS SECTION

ANCHORAGE DEBONDING NOTES:

30# FELT

30# FELT

EXTRUDED POLYSTYRENE

EXTRUDED POLYSTYRENE

1' 2'0 6"

PLAN

"2

"2

GENERAL SHEET NOTES

" = 1'-0"2

1SCALE: 1

"2

11 " Ø HOLES - SEE NOTE 216

1DRILL 20 - 1

"8 73'-2

"2 14'-5

5'-3"

"2

E1 1' 2'0 6"" = 1'-0"2

1SCALE: 1

SECTION

"2

F7 1' 2'0 6"

PLAN

" = 1'-0"2

"8 73'-2

"2 14'-5

5'-3"

D7 1' 2'0 6"" = 1'-0"2

E E N

O T

E

S

E E N

O T

E

" Ø HOLES ON 4" CENTERS - SEE NOTE 316

1DRILL 20 - 1

0"

"8

2" 2"

1'-0"

F5 1' 2'0 6"" = 1'-0"2

7"

-0.000

+0.002

1'-7"

E5 1' 2'0 6"" = 1'-0"2

"8

2" 2"

"8 31'-4

7"

1'-7"

C7 1' 2'0 6"" = 1'-0"2

C9 1' 2'0 6"" = 1'-0"2

PIN PLATE 'B' DETAILS

PIN PLATE 'A' DETAILS

APPLIES TO L 25 LOWER GATE SECONDARY ANCHORAGE

APPLIES TO L 24 LOWER GATE SECONDARY ANCHORAGE

-0.000

+0.002

C PINL

PIN PLATE

LGUSSET P 's

D E

B O

N D

IN

G

C O

N C

R E

E

A

E A

F

EL 442.00 (LOCK 25)

EL 455.083 (LOCK 24)

B .M .M

R .D .K

A .L .S

"16 73'-2

W P -1

-R -0

DEBONDING NOTE 4.

SEE ANCHORAGE

FLUSH WITH CONCRETE.

" ON VERTICAL FACE AT PIN PLATES AND APPLY SEALANT4

34. HOLD POLYSTYRENE BACK

FURTHEST EXTENT OF BOLT HEAD OR TIP OF THREADS.

3. THICKNESS OF EXTRUDED POLYSTYRENE SHALL BE ADEQUATE TO PROJECT PAST

CONCRETE PLACEMENT.

2. ADHERE POLYSTYRENE AND FELT TO STEEL SURFACE TO PREVENT REMOVAL DURING

PREVENTED FROM BONDING WITH CONCRETE.

1. ALL SURFACES OF MEMBERS, GUSSET PLATES AND BOLTS IN AREA SHOWN SHALL BE

(S E

E N

O T

E

PRIOR TO FABRICATING NEW PIN PLATES.

4. FIELD VERIFY DISTANCE BETWEEN EXISTING FILLER PLATES

ASSEMBLED; THIS APPLIED TO PIN PLATE 'A'.

3. BOLT HOLES ARE SHOP DRILLED AND SLIP-CRITICAL JOINT IS SHOP

PIN PLATE 'B' ONLY.

HOLES. SLIP CRITICAL CONNECTION IS FIELD ASSEMBLED; THIS APPLIES TO

NEW PIN PLATES SHALL BE MATCH DRILLED TO EXISTING SIDE PLATE BOLT

SIDE PLATES, BY USE OF TEMPLATES OR OTHER MEANS; BOLT HOLES IN

SHALL FIELD MEASURE LOCATIONS OF EXISTING BOLT HOLES IN EXISTING

2. AFTER REMOVAL OF EXISTING PIN PLATES AND BOLTS, THE CONTRACTOR

1. FOR GENERAL NOTES, SEE SHEET S-001.

F5 E5

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GENERAL NOTES

1. ALL KEEPER PLATE SCREWS TO BE REPLACED.

2. CONTRACTOR SHALL APPLY COPPER ANTI-SEIZE ON ALL THREADED PARTS

PRIOR TO ASSEMBLY.

3. THE LOCKS 25 LOWER GATE ANCHOR BARS AND RELATED PARTS SHALL BE

RETAINED AND TURNED OVER TO THE GOVERNMENT. THE REMAINING SETS

OF ANCHOR BARS AND RELATED PARTS THAT ARE NOT TO BE REUSED

SHALL BE DISPOSED OF BY THE CONTRACTOR. FOLLOW SPECIFICATIONS 35

50 56.

4. THE LUBRICATION SYSTEM SHALL BE DISCONNECTED PRIOR TO REMOVAL

OF ANCHORAGE ASSEMBLY AND REINSTALLED AFTER REINSTALLATION OF

ANCHORAGE ASSEMBLY.

5. CONTRACTOR SHALL PUMP GREASE UNTIL FRESH CLEAN GREASE COMES

OUT OF LINES PRIOR TO RE-ASSEMBLY TO ENSURE ALL DEBRIS AND

FOREIGN MATERIAL IS PUMPED OUT OF LINES.

6. CONTRACTOR SHALL PRE-GREASE ALL PINS AND BUSHINGS PRIOR TO

ASSEMBLY OF ANCHORAGE ASSEMBLY.

7. GREASE SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE

COMPATIBLE WITH EXISTING GREASE IN USE.

ASSEMBLY CONNECTION ISOMETRICC3 NTS

MITER GATE ANCHOR BAR

ANCHORAGE PIN PLANTES

SEE STRUCTURAL DRAWINGS

ANCHORAGE PIN PLATES

SEE STRUCTURAL DRAWINGS

MK. S-26-3

GFE

MK. M-504-2

GFE

MK. M-504-3

GFE

MK. M-504-3

GFE

MK. S-26-2

GFE

MK. S-26-1

GFE

MK. S-26-7

GFE

MK. S-26-7

GFE

MK. M-504-3

GFE

MK. M-504-3

GFE

MK. M-504-2

GFE

MK. S-31-1

GFE

MK. S-31-2

GFE

MK. S-26-3

GFE

MK. S-26-4

GFE

MK. M-504-1

GFE

MK. M-504-1

GFE

MK. M-504-2

GFE

MK. S-26-5

GFE

MK. S-26-5

GFE

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®of Engineers

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3'-4"5"5"5"

20" RAD

20" RAD

10" RAD

7' - 9"

MK. S-26-7

SLEEVE NUT

C2 ASTM A668 CLASS G

QTY: 8MK. S-26-2

PRIMARY ANCHOR BAR

SCALE: 1" = 1'-0"

012" 6" 1'

15°

10" RAD

8 " RAD. BOLT CIRCLE

LC GUDGEON LINK

20" RAD

5'-7"

5"5"3¾" 5"7 87 " 4 "1' -6¾"

1' -9 "8

20" RAD

10" RAD

THREAD ¾" PITCH

" SQ. RIGHT HAND

THREAD 1" PITCH

½" SQ. RIGHT HAND

10'-0"

½

7.990 8.000

7.500 7.503

2'-5"

BORE 11.250

11.252

10" RAD

½

3 ¾"4 "7 "8 71' -6¾"

THREAD 3/4" PITCH

" SQ. RIGHT HAND

THREAD 1" PITCH

½" SQ. RIGHT HAND 9

C2 ASTM A668 CLASS G

QTY: 8

012" 6" 1'

SECONDARY ANCHOR BAR

SCALE: 1" = 1'-0"

7.990 8.000

7.500 7.503

7.990 8.000

7.500 7.503

MK. S-26-1

MK. S-26-7

SLEEVE NUT

A N

C H

O R B

A R D

E T

A

IL

S

.2

.2

.2

MK. S-24-8

MK. S-26-6

KEEPER PLATE BOLT 6

MK. S-31-10

ITEM MARK NO. QTY.

EYE BOLT

TURNED BOLT

29.435°

J U

N E

IN PROPER ANGULAR POSITION

DRILL WITH GUDGEON LINK INSTALLED

FOR A LIGHT DRIVE FIT (ASME B4.1, FN-1)

DRILL FOR TURNED BOLTS MK. S-26-6

IN PROPER ANGULAR POSITION

INSTALLED ON ANCHOR BAR

BORE WITH GUDGEON LINK

GFE SPARE PARTS

GFE

GFE

ARE FOR REFERENCE ONLY

ITEMS ON THIS SHEET ARE GFE AND

NOTE:

K .L .S P .E

K .L .S P .E

J .A .J P .E

B R

A N

D O

N B L E

W

IS

P .E

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D

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2 3 4 5 6 7 8 9 10

SHEET ID

FACE OF LOCK WALL

MK S-26-1

MK S-26-5MK S-26-2

/16

½

¾

1 "

5"

D7 ASTM A668 CLASS G

SLEEVE NUT

SCALE: 1" = 1'-0"

QTY. 16

012" 6" 1'

11 ½"8

4 "

1' - 9 "

MK. S-26-7

¾" PITCH

" SQ. RIGHT HAND

1" PITCH

½" SQ. RIGHT HAND

GREASE FITTING

¼" STRAIGHT THREAD

8" 10"

3"

SECTION B-B

SECTION A-A

1' - 1 ½" 1' - 1 ½"

1 ½" 1 ½"

BORE

¾

¾

½

¾

¾

2 ½"

3 ½"

1 ½"

1 ½"

1 ½"

3 ½"

2 ½" 7.990 8.000

7.500 7.503

A

BB

2019/05/22

2019/05/22

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FINISH ALL OVER EXCEPT AS NOTED.

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F5

QTY: 128

6"0 3" 12"

TURNED BOLT

SCALE: 3" = 1'-0"

B6 ASTM A668 CLASS G

GUDGEON LINK

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

E1

GUDGEON LINK-ANCHOR BAR ASS'Y

NOT TO SCALE

012" 6" 1'

QTY: 16

G U

D G

E O

N L

IN

K A

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H O

R A

G E D

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A

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11.250

11.256

MK. S-26-6

MK. S-26-5

R

.2

ASTM F3125, GR 325 TYPE 1

J U

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+.0008 +.0012

AND SPOT FACE (TYPICAL)

FOR A LIGHT DRIVE FIT (ASME B4.1, FN-1)

DRILL FOR TURNED BOLTS MK. S-26-6

AND SPOT FACE (TYPICAL)

FOR A LIGHT DRIVE FIT (ASME B4.1, FN-1)

DRILL FOR TURNED BOLTS MK. S-26-6

ANGULAR POSITION

ON ANCHOR BAR MK. S-26-1 IN PROPER

BORE WITH GUDGEON LINK INSTALLED

GFE

GFE

GFE

ARE FOR REFERENCE ONLY

ITEMS ON THIS SHEET ARE GFE AND

NOTE:

K .L .S P .E

K .L .S P .E

J .A .J P .E

B R

A N

D O

N B L E

W

IS

P .E

R

1"

P -1

-R -0

SECTION A-A

B

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D

1 2 3 4 5 6 7 8 9 10

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9.990 9.988

30°

4"

4"

4"

4"

12"

32"

4"

2"

1"

4"

8"

8"

2"

8"

8"

8"

7.002 7.000

8"

8"

4"

4"

8"

4"

7.005 7.000

4"

4"

4"

2"

2"

4"

4"

8" WASHER

GUDGEON PIND8 SCALE: 3" = 1'-0"

MK. S-31-1

ASTM A322 GR 4340

QTY: 8

TO GUDGEON LINKE6 SCALE: 3" = 1'-0"

MK. S-26-4

ANCHORAGE PIN

TO PIN PLATESE4 SCALE: 3" = 1'-0"

MK. S-26-3

ANCHORAGE PIN

QTY: 16

8"-7 UNC - 2A

4"-10 UNC - 2A

KEEPER PLATE BOLTB9 SCALE: 3" - 1'-0"

MK. S-31-10

ASTM A325

QTY: 48

EYE BOLTB7 SCALE: 3" = 1'-0"

MK. S-24-8

DROP FORGED

DRILL AND TAP 11

8" HOLE

FOR EYE BOLT MK. S-24-8 DRILL AND TAP 11

8" HOLE

FOR EYE BOLT MK. S-24-8

DRILL AND TAP 11

8" HOLE

FOR EYE BOLT MK. S-24-8

0 3" 6" 9" 12" 0 3" 6" 9" 12"

0 3" 6" 9" 12"

0 3" 6" 9" 12" 0 3" 6" 9" 12"

KEEPER RINGE1 SCALE: 3" = 1'-0"

MK. S-31-9

ASTM A148, GRADE 80-50

TY

P.

30° (TYP.)

R67 8"

7.500 BOLT RAD.

2"

B O

RE

18"

2"

8" 21

8"133 4"

4"

4"

125FINISH ALL SURFACES

DRILL 7 8" HOLES

0 3" 6" 9" 12"

DRILL 11

16" DIA. HOLE

THRU PIN

DRILL 1 2" DIA (TYP.)

4" COUNTERSINK

45° CHAMFER

2" DIA. x 1 2" THREADED PLUG (TYP.)

4" PIPE THREAD STRAIGHT

GREASE FITTING (TYP.)

16"

16"

DRILL 11

16" DIA. HOLE FOR

8" - 11 UFC - 2A X 91

2" LG. BOLT

MK. B19 - QTY 1 PER COLLAR

2"

PIN COLLARB5 SCALE: 3" = 1'-0"

MK A17

0 3" 6" 9" 12"

GFE GFE GFE

GFE

GFEGFEGFE

GFE

NOTE:

ITEMS ON THIS SHEET ARE GFE AND

ARE FOR REFERENCE ONLY

B

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1 2 3 4 5 6 7 8 9 10

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11.256 11.254

0.

0.

3.

3.

0.

0.

2.

2.

7.030 7.010

7.030 7.010

7.506 7.505

7.988

7.982 7.988

7.982

7.506 7.505

101 16" 101 16"

71 16"

13" 13"

10"

BUSHINGE9 SCALE: 3" - 1'-0"

MK. S-31-2

GUDGEON PIN

ASTM B505 NO. C86300

STEEL BUSHINGE7 SCALE: 3" = 1'-0"

MK. M-504-1

GUDGEON LINK

ASTM A434 G 4142 HT, CLASS BC

STEEL BUSHINGE5 SCALE: 3" = 1'-0"

MK. M-504-2

ANCHOR EYEBAR

ASTM A434 GR 4142 HT, CLASS BC

QTY: 24

ANCHOR BAR RINGB9 SCALE: 3" = 1'-0"

MK. A10

MK. A11

ASTM A36

QTY: 32

ANCHORAGE COLLARSB7 SCALE: 3" = 1'-0"

MK. S-31-5

GUDGEON LINK

MK. S-31-6

ASTM A36

ANCHORAGE RINGSB5 SCALE: 3" = 1'-0"

MK. S-31-3

GUDGEON LINK

MK. S-31-4

ASTM A36

MK. S-31-3 1 16" PLATE

MK. S-31-4 1 8 " PLATE

MK. S-31-5 21

4" PLATE

MK. S-31-6 11

16" PLATE

MK. A10 1 2" PLATE

MK. A11 1 8" PLATE

10.002 10.000

STEEL BUSHINGE3 3" = 1'-0"

MK. M-504-3

PIN PLATE

ASTM A434 GR 4142 HT, CLASS BC

QTY: 32

7.010 7.006

7.988 7.982

7.506

7.505 1.

1.

0.

0.

0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12"

0 3" 6" 9" 12" 0 3" 6" 9" 12" 0 3" 6" 9" 12"

2" x 3 16" DEEP

GREASE GROVE

8- 3 16" WIDE x 3 32" DEEP

VERTICAL GREASE GROOVES

EQUALLY SPACED

GFE GFE GFE GFE

GFE

GFE

GFE

GFE

GFE

GFE

NOTE:

ITEMS ON THIS SHEET ARE GFE AND

ARE FOR REFERENCE ONLY

L

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2 3 4 5 6 7 8 9 10

L

IN

C O

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M

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S O

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M-511

W P -X

X -X

X X

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M E

C H

A N

IC

A L

L O

C K A

N D D

A M N

O

A1 A6

GUDGEON PIN

MK. S-31-1

KEEPER RING

MK. S-31-9

RINGS

MK. S-31-4

MK. S-31-3

BUSHING

MK. S-31-2

COLLAR

MK. S-31-5

RINGS

MK. S-31-4

MK. S-31-3

ANCHORAGE BAR

MK. S-26-1

GUDGEON LINK

MK. S-26-5

GUDGEON LINK

MK. S-26-5

ANCHOR BAR

ANCHORAGE

ANCHORAGE

ANCHORAGE PIN

MK. S-26-3

ANCHOR BAR DURING INSTALLATION AS NEEDED.

ANCHORAGE ASSEMBLY RINGS SHALL BE APPORTIONED ABOVE AND BELOW 1.

SHEET NOTES

P R

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

C K A

N D D

A M N

O N

O

SEE NOTE 1

RINGS

MK. M-A10-A11

SEE NOTE 1

RING

MK. M-A10-A11

GUDGEON ASSEMBLY

NTS

ANCHORAGE ASSEMBLY

NTS

" GR. 490 BOLT4

MK. S-31-10

ANCHORAGE PIN

MK. S-26-4

ANCHOR BAR

GUDGEON LINK

MK. S-26-5

GUDGEON LINK

MK. S-26-5

ANCHOR BAR

STEEL BUSHING

MK. M-504-1

STEEL BUSHING

MK. M-504-1

STEEL BUSHING

MK. M-504-1STEEL BUSHING

MK. M-504-1

E6

GUDGEON LINK ASSEMBLY

NTS

PIN COLLAR

MK. A17 J

U

N E

J .A .J P .E

B R

A N

D O

N B L E

W

IS

P .E

K .L .S P .E

K .L .S P .E

P

IN

C

O N

N E

C T

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N A

S S

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B L

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E T

A

IL

MK. B19 THRU BOLT

P -1

-R -0

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D B

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D R

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IS

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A T

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B

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D

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F

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2 3 4 5 6 7 8 9 10

L

IN

C O

L N C

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M

IS

S O

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U P

P E

R M

IS

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H O

B B

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W P -X

X -X

X X

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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E E

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G E

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R A

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C T N

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A M

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M -L

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J U

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M

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A T

E A

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N D D

A M N

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E-001

L O

C K A

N D D

A M N

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E L E

C T

R

IC

CODES AND REGULATIONS:

MISCELLANEOUS:

INDICATED ON THE DRAWINGS.

CONTRACTOR SHALL ADJUST DEMOLITION LIMITS AS REQUIRED TO REMOVE ALL CONDUIT DUCT BANKS AT LOCATIONS

1. LOCATIONS OF THE EXISTING ELECTRICAL CONDUITS EMBEDDED IN THE LOCK WALL CONCRETE ARE APPROXIMATE.

1. NFPA 70, NATIONAL ELECTRICAL CODE (2017)

CONDUIT AND RACEWAY NOTES:

WIRE AND CABLE NOTES:

SEE STRUCTURAL SHEETS FOR CONCRETE DEMO DETAILS.

VERIFY CONDUIT DEPTH AND LOCATION PRIOR TO CONCRETE DEMO OF TOP OF LOCK WALL.

DEPTH OF EMBEDDED CONDUITS VARIES 1.5' TO 6' BELOW TOP OF LOCK WALL, EL. 475.0. CONTRACTOR SHALL FIELD5.

THE CONTRACTOR.

MEANS OF GROUND PENETRATING RADAR (GPR), OR APPROVED METHOD, SHALL BE THE RESPONSIBILITY OF

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. VERIFICATION OF THE LOCATIONS OF ALL CONDUITS BY

LOCATION AND DEPTH OF CONDUITS HAVE BEEN PLOTTED FROM AVAILABLE INFORMATION, THEREFORE THEIR 4.

DE-ENERGIZING CIRCUITS WITH THE CONTRACTING OFFICER AS NECESSARY.

CONCRETE DEMO, SEE STRUCTUAL SHEETS FOR DEMOLITION DETAILS. CONTRACTOR SHALL COORDINATE

DE-ENERGIZED AT IT'S SOURCE AND PULLED BACK TO NEAREST JUNCTION BOX OR MANHOLE PRIOR TO ANY

ALL CIRCUITS ENCLOSED IN CONDUITS LOCATED IN ALL AREAS DESIGNATED FOR CONCRETE DEMO SHALL BE3.

LOCKS AS NECESSARY.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY2.

AND THE CONTRACTING OFFICER SHALL BE NOTIFIED IMMEDIATELY.

CONDUIT OR ELECTRICAL DEVICE THAT HAS NOT BEEN PREVIOUSLY IDENDTIFIED, CONSTRUCTION SHALL STOP

ARE WITHIN THE LIMITS OF THE STRUCTURAL CONCRETE DEMOLITION. IF CONTRACTOR DAMAGES EMBEDDED

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND VERIFY ALL CONDUITS AND CIRCUITS THAT1.

FOR COMPLETE SPECIFICATIONS, SEE SECTION 26 05 00.00 40 COMMON WORK RESULTS FOR ELECTRICAL.

SPLICES FOR APPROVAL.

OF APPROVED WATERPROOF SPLICE. CONTRACTOR SHALL SUBMIT METHOD FOR WATERPROOF

SPLICES TO ANY POTENTIAL DAMAGED CABLES MAY BE MADE IN NEAREST MANHOLE BY MEANS2.

ALL CONDUITS/CABLES WITHIN THE CONCRETE DEMOLITION LIMITS.

DEMOLITION INCLUDING CABLES THAT ARE DAMAGED DUE TO FAILURE TO LOCATE AND VERIFY

RESPONSIBILITY OF THE CONTRACTOR TO REPLACE ANY CABLE DAMAGED DUE TO CONCRETE

CONCRETE DEMOLITION SHALL BE INSPECTED BY THE CONTRACTOR FOR DAMAGE. IT IS THE

EACH CABLE REQUIRED TO BE PULLED OUT OF CONDUITS OR TEMPORARILY MOVED DUE TO 1.

FOR COMPLETE SPECIFICATIONS, SEE SECTION 26 05 19.00 16 INSULATED WIRE AND CABLE.

ELECTRICAL DRAWING LEGEND:

FLOW

FLOW

L25 KEY PLAN

L24 KEY PLAN

E1

E106

E1

E105

E1

E108

E1

E107

D1

E104

D1

E103

D1

E101

E1

E102

S .M .N

D .R .G

D .R .G

BM

M

BRAKE MOTOR5.

MOTOR4.

3. ELECTRICAL CONDUIT STUB-UP

2. EMBEDDED ELECTRICAL CONDUIT

AT SURFACE.

1. INDICATES AREA OF CONCRETE REMOVAL

W P -1

-R -0

-1

E .d g n

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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D1 SCALE: 3/16" = 1'-0" 8'0 4' 16'

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

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N D D

A M N

O N

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L O

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N D D

A M N

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C T

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A L P

L A

N

E-101

SEE SHEET SD101

CONCRETE DEMO

GENERAL SHEET NOTES

SHEET KEYNOTES

ABANDON

R267 R255

PLAN - ELECTRICAL MONOLITH 120 (US/LW)

5'-6

'-0

'-0

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 1.

LOCK FACE

RECESS

MITER GATE

MACHINERY PLATFORM

EXISTING MITER GATE

SLAB ON GRADE

S .M .N

D .R .G

D .R .G

MACHINERY PLATFORM

TAINTER VALVE #2

FLOATING MOORING BIT

M

BM

JUNCTION BOX

R2286

C1

SCALE: NTS

CONDUIT SCHEDULE

A1 SCALE: NTS

CIRCUIT SCHEDULE

Y

G

C6

SIGNAL LIGHT POLE DETAIL

STROBE

TRAFFIC LIGHT

CUT SIGNAL LIGHT

MOORING LIGHT

C6

E101

SEE NOTE 1

MOORING LIGHT)

TOW CUT SIGNAL, HORN,

(LOCK TRAFFIC, BOAT STROBE,

SIGNAL LIGHT POLE

R2287

BANK (M-V2 TO M-G2), EXISTING

EMBEDDED CONDUIT DUCT

SEE NOTE 2

R2287

CIRCUITS AFTER CONSTRUCTION OF NEW FLOATING MOORING BIT.

CONTRACTOR SHALL REINSTALL SIGNAL POLE LIGHT AND RETERMINATE 3.

CONTRACTOR SHALL REPLACE R2287.2.

BIT AND STORED PRIOR TO DEMOLITION OF CONCRETE.

SIGNAL POLE LIGHT SHALL BE DISMOUNTED FROM FLOATING MOORING

TO JUNCTION BOX MOUNTED ON TAINTER VALVE MACHINERY PLATFORM.

CUT SIGNAL, HORN, AND MOORING LIGHT. CIRCUITS SHALL BE PULLED BACK

CONTRACTOR SHALL DISCONNECT CIRCUITS TO TRAFFIC LIGHT, STROBE1.

W P -1

-R -0

-1

E .d

L

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A T

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N N

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N E

D B

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D R

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C

D

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W P -X

X -X

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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A M

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A1 SCALE: 3/16" = 1'-0" 8'0 4' 16' A8

E1 SCALE: 3/16" = 1'-0" 8'0 4' 16'

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

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C K A

N D D

A M N

O N

O

L O

C K A

N D D

A M N

O

10'-0" 4'-1" 4'-5" 8'-0" 1'-1"

12'-5"

13'-0"

5'-6"

EL. 457.0

EL. 446.0

B/DEMO

SLOT

BULKHEAD

1'-0"

13'-0"

10'-0"

S T

A .0

A

S T

A .0

A

E L E

C T

R

IC

A L P

L A

N

E-102

SEE SHEET SD102

CONCRETE DEMO

SEE SHEET SD102

CONCRETE DEMO

GENERAL SHEET NOTES

SHEET KEYNOTES

R2481 R2482 R2483

R2486R2485R2484

R2487 R2488 R2489

R2490 R2491 R2492

R2493 R2494 R2495

R2496 R2497 R2498

CONDUIT DUCT BANK

A8

E102

1 2

1 2

E5

A5

SEE NOTE 5

BANK (M-G6 TO M-G4), EXISTING

EMBEDDED CONDUIT DUCT

ABANDON

R512 R492

PLAN - ELECTRICAL MONOLITH 206 (US/IW)

SECTION - ELECTRICAL MONOLITH 206 (US/IW)

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 3.

TERMINATE AT THEIR RESPECTIVE DESTINATION.

DEMO BACK THROUGH CONDUIT DUCT BANK, AND RE-

CIRCUITS THAT WERE REMOVED PRIOR TO CONCRETE

STRUCTURAL SHEETS. CONTRACTOR SHALL PULL ALL

STRUCTURAL REBAR OF NEW CONCRETE. SEE

COORDINATE THE ROUTING OF CONDUITS WITH

SHALL BE SCHEDULE 40 PVC. CONTRACTOR SHALL

EXISTING DUCT BANK AND NEW DUCT BANK SECTION

REQUIREMENTS OF NFPA 70. CONNECTION BETWEEN

CONNECT TO EXISTING CONDUITS MEETING THE

TYPE AND SIZE OF EXISTING CONDUIT, AND SHALL

BANK SECTION. EACH CONDUIT SHALL BE OF THE SAME

CONTRACTOR SHALL INSTALL NEW CONDUIT DUCT 2.

PRIOR TO CONCRETE DEMO.

PULL EACH CIRCUIT BACK TO THE NEAREST MANHOLE

DE-ENERGIZE ENCLOSED CIRCUITS, DISCONNECT, AND

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

ALLOW FOR CONNECTION OF NEW CONDUIT SECTION.

EXPOSED UP TO 12" BY HAND CONCRETE REMOVAL TO

SHALL BE CUT FLUSH WITH CONCRETE SAW CUT, THEN

LOCATED WITHIN THE CONCRETE DEMO AREA. CONDUITS

CONTRACTOR SHALL REMOVE EMBEDDED CONDUITS1.

S .M .N

D .R .G

D .R .G

CONSTRUCTION.

LOCK FACE OF MITER GATE RECESS DURING

SECTION AND PROTECTION OF CONDUIT MOUNTED ON

REPLACEMENT OF CONCRETE EMBEDDED DUCT BANK

ELECTRICAL WORK AT MONOLITH 206 CONSISTS OF1.

M -L

-1

S

D .d g n

W P -1

-R -0

-1

E .d g

A1

L

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D R

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N B

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IS

S

U E D

A T

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B

C

D

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F

G

2 3 4 5 6 7 8 9 10

SHEET ID

ANCHORAGE TO BE REMOVED

EXISTING MITER GATE

SHEET SC 509

FOR MODIFICATION SEE

ANCHORAGE TO REMAIN

EXIST. MITER GATE

L MONO JT.

L MONO JT.

FACE OF LOCK

C O

L N C

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W P -X

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US Army Corps

U .S

A R

M Y C

O R

P S O

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-1

J U

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A T

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A M N

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A M N

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C T

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A L P

L A

N

E-103

SEE SHEET SD103

CONCRETE DEMO

GENERAL SHEET NOTES

SHEET KEYNOTES

PLAN - ELECTRICAL MONOLITH 140 (DS/LW)

5'-6

'-0

'-0

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 1.

PLATFORM

GATE MACHINERY

EXIST. MITER

EXIST.RECESS

LOCK FACE

ABANDON

FOR CONCRETE DEMO

SEE STRUCURAL SHEETS

TOP OF LOCK WALL

S .M .N

D .R .G

D .R .G

ELEV. VARIES

EMBEDDED CONDUIT

BANK (M-G1), EXISTING

EMBEDDED CONDUIT DUCT

CONDUIT MOUNTED ON LOCK FACE OF MITER GATE RECESS DURING

ELECTRICAL WORK AT MONOLITH 140 CONSISTS OF PROTECTION OF 1.

W P -1

-R -0

-1

E .d

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

C O

L N C

O U

N T

Y

M

IS

S O

U R I

U P

P E

R M

IS

S

IS

S

IP

P I

R

IV

E R

S T

E V

E N M

H O

B B

S P .E

W P -X

X -X

X X

X

A N

S

L

O U

IS

M

IS

S O

U R I

S T L

O U

IS

D

IS

T R

IC

T

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M O

N O

L

IT

H

P R

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

C K A

N D D

A M N

O N

O

L O

C K A

N D D

A M N

O

E L E

C T

R

IC

A L P

L A

N

E-104

SEE SHEET SD104

CONCRETE DEMO

GENERAL SHEET NOTES

SHEET KEYNOTES

PLAN - ELECTRICAL MONOLITH 227 (DS/IW)

ABANDON

5'-6"

S T

A .0

B

MONOLITH JOINT

BULKHEAD SILLLOCK FACE

PINTLE LC

S T

A .0

B

EXIST. KEVEL

CONCRETE DEMO LIMITS

FOR CONCRETE DEMO

SEE STRUCURAL SHEETS

TOP OF LOCK WALL

SEE NOTE 5

ELEV. VARIES

EMBEDDED CONDUIT

EXIST. TARGET PEDESTAL

TO REMAIN

EXIST. ANCHORAGE

E5 SCALE: NTS

F5 SCALE: NTS

R370

R377 1 2

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 3.

TERMINATE AT THEIR RESPECTIVE DESTINATION.

DEMO BACK THROUGH CONDUIT DUCT BANK, AND RE-

CIRCUITS THAT WERE REMOVED PRIOR TO CONCRETE

STRUCTURAL SHEETS. CONTRACTOR SHALL PULL ALL

STRUCTURAL REBAR OF NEW CONCRETE. SEE

COORDINATE THE ROUTING OF CONDUITS WITH

SHALL BE SCHEDULE 40 PVC. CONTRACTOR SHALL

EXISTING DUCT BANK AND NEW DUCT BANK SECTION

REQUIREMENTS OF NFPA 70. CONNECTION BETWEEN

CONNECT TO EXISTING CONDUITS MEETING THE

TYPE AND SIZE OF EXISTING CONDUIT, AND SHALL

BANK SECTION. EACH CONDUIT SHALL BE OF THE SAME

CONTRACTOR SHALL INSTALL NEW CONDUIT DUCT 2.

PRIOR TO CONCRETE DEMO.

PULL EACH CIRCUIT BACK TO THE NEAREST MANHOLE

DE-ENERGIZE ENCLOSED CIRCUITS, DISCONNECT, AND

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

ALLOW FOR CONNECTION OF NEW CONDUIT SECTION.

EXPOSED UP TO 12" BY HAND CONCRETE REMOVAL TO

SHALL BE CUT FLUSH WITH CONCRETE SAW CUT, THEN

LOCATED WITHIN THE CONCRETE DEMO AREA. CONDUITS

CONTRACTOR SHALL REMOVE EMBEDDED CONDUITS1.

S .M .N

D .R .G

D .R

SECTION AND PROTECTION OF CONDUIT MOUNTED ON

REPLACEMENT OF CONCRETE EMBEDDED DUCT BANK

ELECTRICAL WORK AT MONOLITH 227 CONSISTS OF1.

W P -1

-R -0

-1

E .d

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

REFERENCED

C O

L N C

O U

N T

Y

M

IS

S O

U R I

U P

P E

R M

IS

S

IS

S

IP

P I

R

IV

E R

S T

E V

E N M

H O

B B

S P .E

W P -X

X -X

X X

X

A N

S

L

O U

IS

M

IS

S O

U R I

S T L

O U

IS

D

IS

T R

IC

T

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

M O

N O

L

IT

H

P R

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

C K A

N D D

A M N

O N

O

L O

C K A

N D D

A M N

O

E L E

C T

R

IC

A L P

L A

N

E-105

GENERAL SHEET NOTES

SHEET KEYNOTES

C5

A5

PLAN - ELECTRICAL MONOLITH 126 (US/LW)

FLOW

SAW CUT (TYP.)

LOCK FACE

HOUSE CURB

MITER GATE MACHINERY

SEE SHEET SD105

CONCRETE DEMO

S .M .N

D .R .G

D .R .G

C1

E105

C1

RL135 RL141 RL139

RL138RL142RL140

CONDUIT DUCT BANK

MANHOLE VP-2

MACHINERY PLATFORM AND MANHOLE VP-2.

EMBEDDED CONDUITS BETWEEN STUB UP SECTIONS AT TAINTER VALVE

ELECTRICAL WORK AT MONOLITH 126 CONSISTS OF REPLACEMENT OF1.

MACHINERY PLATFORM

TAINTER VALVE #2

M

BMREPLACE

MANHOLE FOR NEW EMBEDDED CONDUITS.

CONTRACTOR SHALL CUT OPENING INTO EXISTING3.

WITHIN EXISTING PULL BOX.

PROTECT ALL CIRCUITS AND RACEWAY LOCATED

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 2.

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 1.

ABANDON

EMBEDDED CONDUIT

AND POLE

EXIST. NAV LIGHT

REMOVE AND STORE

EMBEDDED CONDUIT

W P -1

-R -0

-1

E .d

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

C O

L N C

O U

N T

Y

M

IS

S O

U R I

U P

P E

R M

IS

S

IS

S

IP

P I

R

IV

E R

S T

E V

E N M

H O

B B

S P .E

W P -X

X -X

X X

X

A N

S

L

O U

IS

M

IS

S O

U R I

S T L

O U

IS

D

IS

T R

IC

T

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P R

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

C K A

N D D

A M N

O N

O

L O

C K A

N D D

A M N

O

E L E

C T

R

IC

A L P

L A

N

E-106

GENERAL SHEET NOTES

B5

PLAN - ELECTRICAL MONOLITH 206 (US/IW)

M O

N O

L

IT

H

U S /I

W

5'-6"

SAW CUT (TYP.)

FACE

LOCK

SAW CUT (TYP.)

FLOW

EXIST, VAULT ACCESS

SEE SHEET SD106

CONCRETE DEMO

SEE SHEET SD106

CONCRETE DEMO

EXIST. BULKHEAD SLOT

EXISTING KEVEL

SEE SHEET SD106

CONCRETE DEMO

S .M .N

D .R .G

D .R

SECTION AND PROTECTION OF CONDUIT MOUNTED ON

REPLACEMENT OF CONCRETE EMBEDDED DUCT BANK

ELECTRICAL WORK AT MONOLITH 206 CONSISTS OF1.

MANHOLE C-6

SEE SHEET RE102

DUCT BANK (C-6 TO C-4)

EMBEDDED CONDUIT

B1

CONDUIT DUCT BANK

R494 R495 R496

R497 R498 R499

R500 R501 R502

R503 R504 R505

R506 R507 R508

R509 R510 R511

R512 R513 R514

TERMINATE AT THEIR RESPECTIVE DESTINATION.

DEMO BACK THROUGH CONDUIT DUCT BANK, AND RE-

CIRCUITS THAT WERE REMOVED PRIOR TO CONCRETE

STRUCTURAL SHEETS. CONTRACTOR SHALL PULL ALL

STRUCTURAL REBAR OF NEW CONCRETE. SEE

COORDINATE THE ROUTING OF CONDUITS WITH

SHALL BE SCHEDULE 40 PVC. CONTRACTOR SHALL

EXISTING DUCT BANK AND NEW DUCT BANK SECTION

REQUIREMENTS OF NFPA 70. CONNECTION BETWEEN

CONNECT TO EXISTING CONDUITS MEETING THE

TYPE AND SIZE OF EXISTING CONDUIT, AND SHALL

BANK SECTION. EACH CONDUIT SHALL BE OF THE SAME

CONTRACTOR SHALL INSTALL NEW CONDUIT DUCT 4.

PRIOR TO CONCRETE DEMO.

PULL EACH CIRCUIT BACK TO THE NEAREST MANHOLE

DE-ENERGIZE ENCLOSED CIRCUITS, DISCONNECT, AND

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

ALLOW FOR CONNECTION OF NEW CONDUIT SECTION.

EXPOSED UP TO 12" BY HAND CONCRETE REMOVAL TO

SHALL BE CUT FLUSH WITH CONCRETE SAW CUT, THEN

LOCATED WITHIN THE CONCRETE DEMO AREA. CONDUITS

CONTRACTOR SHALL REMOVE EMBEDDED CONDUITS3.

CONCRETE RECONSTRUCTION.

SHALL BE PULLED BACK TO MANHOLE C-4 DURING

SEE SHEET SB106. CABLES ROUTED THROUGH DUCTBANK

TRAYS DURING CONCRETE FORMWORK/RECONSTRUCTION.

PROTECT ALL CONDUIT DUCT BANK, CABLES, AND CABLE

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 2.

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 1.

DUCT BANK, REMAIN

EMBEDDED CONDUIT

ABANDON

EMBEDDED CONDUIT

W P -1

-R -0

M -L

-1

E .d

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

C O

L N C

O U

N T

Y

M

IS

S O

U R I

U P

P E

R M

IS

S

IS

S

IP

P I

R

IV

E R

S T

E V

E N M

H O

B B

S P .E

W P -X

X -X

X X

X

A N

S

L

O U

IS

M

IS

S O

U R I

S T L

O U

IS

D

IS

T R

IC

T

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P R

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

C K A

N D D

A M N

O N

O

L O

C K A

N D D

A M N

O

E L E

C T

R

IC

A L P

L A

N

E-107

GENERAL SHEET NOTES

F5

PLAN - ELECTRICAL MONOLITH 148 (DS/LW)

CONCRETE DEMO OF TOP OF LOCK WALL.

VERIFY CONDUIT DEPTH AND LOCATION PRIOR TO

TOP OF LOCK WALL, EL. 475.0. CONTRACTOR SHALL FIELD

DEPTH OF EMBEDDED CONDUITS VARIES 1.5' TO 6' BELOW5.

THE CONTRACTOR.

APPROVED METHOD, SHALL BE THE RESPONSIBILITY OF

MEANS OF GROUND PENETRATING RADAR (GPR), OR

VERIFICATION OF THE LOCATIONS OF ALL CONDUITS BY

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY.

FROM AVAILABLE INFORMATION, THEREFORE THEIR

LOCATION AND DEPTH OF CONDUITS HAVE BEEN PLOTTED4.

AS NECESSARY.

DE-ENERGIZING CIRCUITS WITH THE CONTRACTING OFFICER

DEMOLITION DETAILS. CONTRACTOR SHALL COORDINATE

CONCRETE DEMO, SEE STRUCTUAL SHEETS FOR

NEAREST JUNCTION BOX OR MANHOLE PRIOR TO ANY

DE-ENERGIZED AT IT'S SOURCE AND PULLED BACK TO

ALL AREAS DESIGNATED FOR CONCRETE DEMO SHALL BE

ALL CIRCUITS ENCLOSED IN CONDUITS LOCATED IN 3.

LOCKS AS NECESSARY.

IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 2.

IMMEDIATELY.

AND THE CONTRACTING OFFICER SHALL BE NOTIFIED

PREVIOUSLY IDENDTIFIED, CONSTRUCTION SHALL STOP

CONDUIT OR ELECTRICAL DEVICE THAT HAS NOT BEEN

DEMOLITION. IF CONTRACTOR DAMAGES EMBEDDED

ARE WITHIN THE LIMITS OF THE STRUCTURAL CONCRETE

IDENTIFY AND VERIFY ALL CONDUITS AND CIRCUITS THAT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 1.

M O

N O

L

IT

H

D S /L

W

FLOW

FACE

LOCK

(TYP.)

SAW CUT

AND STORE.

CONTROLLER. REMOVE

TOW HAULAGE WINCH

SAW CUT (TYP.)

SEE SHEET SD107

CONCRETE DEMO

EXIST. BULKHEAD

EXISTING PULL BOX

SEE SHEET SD107

CONCRETE DEMO

S .M .N

D .R .G

D .R .G

SEE SHEET SD107

CONCRETE DEMO

THROUGH NEW BOX AND RETERMINATED.

PULLED BACK DURING CONSTRUCTION, THEN PULLED

UP CONDUITS. CABLE EXISTING IN BOX SHALL BE

HAVE (4) 2" AND (2) 3" KNOCKOUTS FOR EXISTING STUB

H20 LOADING WITH STEEL CHECKERED LID. BOX SHALL

WITH NEW HEAVY DUTY, FLUSH MOUNT BOX RATED

CONTRACTOR SHALL REPLACE EXISTING PULL BOX 2.

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 1.

ABANDON

EMBEDDED CONDUIT

ABANDON

EMBEDDED CONDUIT

REMAIN

EMBEDDED CONDUIT

REMAIN

EMBEDDED CONDUIT

W P -1

-R -0

M -L

-1

E .d

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

C O

L N C

O U

N T

Y

M

IS

S O

U R I

U P

P E

R M

IS

S

IS

S

IP

P I

R

IV

E R

S T

E V

E N M

H O

B B

S P .E

W P -X

X -X

X X

X

A N

S

L

O U

IS

M

IS

S O

U R I

S T L

O U

IS

D

IS

T R

IC

T

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

P R

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

-1

J U

N E

M

IT

E R G

A T

E A

N C

H O

R A

G E R

E P

L A

C E

M E

N T

L O

C K A

N D D

A M N

O N

O

L O

C K A

N D D

A M N

O

E L E

C T

R

IC

A L P

L A

N

E-108

GENERAL SHEET NOTES

F5

CIRCUIT SCHEDULEPLAN - ELECTRICAL MONOLITH 227 (DS/IW)

CONCRETE DEMO OF TOP OF LOCK WALL.

VERIFY CONDUIT DEPTH AND LOCATION PRIOR TO

TOP OF LOCK WALL, EL. 475.0. CONTRACTOR SHALL FIELD

DEPTH OF EMBEDDED CONDUITS VARIES 1.5' TO 6' BELOW5.

THE CONTRACTOR.

APPROVED METHOD, SHALL BE THE RESPONSIBILITY OF

MEANS OF GROUND PENETRATING RADAR (GPR), OR

VERIFICATION OF THE LOCATIONS OF ALL CONDUITS BY

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY.

FROM AVAILABLE INFORMATION, THEREFORE THEIR

LOCATION AND DEPTH OF CONDUITS HAVE BEEN PLOTTED4.

AS NECESSARY.

DE-ENERGIZING CIRCUITS WITH THE CONTRACTING OFFICER

DEMOLITION DETAILS. CONTRACTOR SHALL COORDINATE

CONCRETE DEMO, SEE STRUCTUAL SHEETS FOR

NEAREST JUNCTION BOX OR MANHOLE PRIOR TO ANY

DE-ENERGIZED AT IT'S SOURCE AND PULLED BACK TO

ALL AREAS DESIGNATED FOR CONCRETE DEMO SHALL BE

ALL CIRCUITS ENCLOSED IN CONDUITS LOCATED IN 3.

LOCKS AS NECESSARY.

IMPLEMENT LOCK-OUT/TAG-OUT PROCEDURES AND APPLY

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 2.

IMMEDIATELY.

AND THE CONTRACTING OFFICER SHALL BE NOTIFIED

PREVIOUSLY IDENDTIFIED, CONSTRUCTION SHALL STOP

CONDUIT OR ELECTRICAL DEVICE THAT HAS NOT BEEN

DEMOLITION. IF CONTRACTOR DAMAGES EMBEDDED

ARE WITHIN THE LIMITS OF THE STRUCTURAL CONCRETE

IDENTIFY AND VERIFY ALL CONDUITS AND CIRCUITS THAT

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 1.

CIRCUITS ONCE CONSTRUCTION IS COMPLETE.

CONTRACTOR SHALL RECONNECT ALL CONDUIT AND

(1) 3" RGS CONDUIT AND (3) 3/C-#14 CIRCUITS.

DEMO. THIS INCLUDES, BUT MAY NOT BE LIMITED TO

GATE AND FACE OF LOCK WALL DURING CONCRETE

PROTECT CONDUIT AND CIRCUITS ROUTED ON MITER

CONTRACTOR SHALL TAKE NECESSARY MEANS TO 1.

M O

N O

L

IT

H

D S /I

W

FLOW

SAW CUT (TYP.)

(TYP.)

SAW CUT

SEE SHEET SD108

CONCRETE DEMO

SEE SHEET SD108

CONCRETE DEMO

EMBEDDED CONDUIT

SEE SHEET SD108

CONCRETE DEMO

S .M .N

D .R .G

D .R .G

ABANDON

EMBEDDED CONDUIT

ABANDON

EMBEDDED CONDUIT

W P -1

-R -0

-1

E .d

CONCRETE

SP

SP

SP

SP

SP

SP

SW

SP

SP

SP

SP

SW

SANDSTONE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

CEMENT-BENTONITE GROUT TYPE B

B8

GENERAL SHEET NOTES:

B8

INCLINOMETER CASING ANCHOR DETAIL

SCALE: NTSB5

INCLINOMETER DETAIL

SCALE: NTS

SI-04

G.S.E. 444.00

318.50

460 460

LOCATED.

3. INSTALLATION OF INCLINOMETER TO BE FIELD

INTO COMPETENT BEDROCK.

2. INCLINOMETER TIP SHALL BE INSTALLED 15 FEET

A CEMENT-BENTONITE GROUT MIXTURE.

INSTALLATION AND BACKFILL ANNULAR SPACE WITH

1. DRILL 4" HOLE OR LARGER FOR INCLINOMETER

A1 SCALE: NTS

TYPICAL INCLINOMETER BORING

PROTECTIVE CAP

ABS INCLINOMETER CASING

CASING ANCHOR

ABS INCLINOMETER CASING

CASING TOP

GLUE AND SECURE WITH SCREWS

CASING LEGS

TOP OF LOCK WALL

TOP OF LOCK WALL

2019/04/09

2019/04/09

B-501

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