Amend-0002_Drawings.pdf

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2ND DIVISION WORKS

1ST DIVISION WORKS

PROJECT

OFFICE

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WALLA WALLA

COMMUNITY COLLEGE

FISH LADDER

G-101

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400'0 200'1"=200'

KEY PLAN: MILL CREEK PROJECT

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STRUCTURES

DIVISION WORKS

ELECTRICAL DEMOLITION

DIVISION WORKS

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ELECTRICAL INSTALLATION

DIVISION WORKS

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E-101

ED101

S-101

EXISTING CORBEL

15'-6"

VERIFY IN FIELD

EXISTING ANGLE,

VERIFY IN FIELD

EXISTING ANGLE,

5'-6" 5'-6"

4'-8 3/4 "

NOTE 1, 5 & 6

TYPE 1, TYPE 2, OR TYPE 3

PRECAST (PC) PANEL

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0 2' 4'1' A

1/2"=1'-0"

REF

S-101

0 2' 4'1'1/2"=1'-0"

REF

S-101

SECTION

B

PC PANEL TYPE 1 PC PANEL TYPE 3

TOP CONNECTION

EL 1170.0

EL 1177.25

PC PANEL TYPE 2

MIR

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ELEVATION: DIVISION WORKS STRUCTURE

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(NOTE 4)

(NOTES 1 & 2) (NOTES 1 & 3)(NOTES 1 & 3)

BOTTOM CONNECTION

CONCRETE DECK.

TOP CONNECTION SHALL BE SLOPED TO MATCH EXISTING 6.

COORDINATED WITH R-SHEETS AND SHEET S-501.

PRECAST PANNEL VERTICAL DIMENSIONS SHALL BE 5.

STEEL BULKHEAD DIMENSIONS PER M-307.4.

CONNECTION.

WELL AS SHEET M-307 TO ACCOUNT FOR STEEL BULKHEAD

R-SHEETS, DETAIL C/S-402 TO ACCOUNT FOR GROUT INFILL AS

PRECAST PANELS DIMENSIONS SHALL BE COORDINATED WITH 3.

R-SHEETS AND DETAIL C/S-402 TO ACCOUNT FOR GROUT INFILL.

PRECAST PANEL DIMENSIONS SHALL BE COORDINATED WITH 2.

CONTRACTOR TO VERIFY EXISTING DIMENSIONS IN FIELD. 1.

NOTE:

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S-401

S-401

M-307

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M-309

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BENT PLATE

CONTINUOUS

SEE NOTE 3

BENT PLATE,

CONTINUOUS

L6x4x3/8 L6x4x3/8

180° HOOKS @ BOTTOM

#5 @ 12" OC W/ STD

#5 @ 12" OC

#5 @ 12" OC

180° HOOKS @ BOTTOM

#5 @ 12" OC W/ STD 180° HOOKS @ BOTTOM

#5 @ 12" OC W/ STD

#5 @ 12" OC

5'-6" (NOTES 5 & 7) 5'-6" (NOTES 5 & 7)

15'-6" (NOTE 5 & 6)

CONCRETE DECK.

SLOPE OF EXISTING

EMBED TO MATCH

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8"

TO CONCRETE, CONTINUOUS

RUBBER BOTTOM SEALS BONDED

3'-0"

SEE NOTE 3

BENT PLATE,

CONTINUOUS

1'-0"

EL 1177.25

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REF

S-301 1"=1'-0" 0 1' 2'6"

REF

S-301 1"=1'-0" 0 1' 2'6"

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

U/S ELEVATION: PC PANEL TYPE 3

D/S ELEVATION: PC PANEL TYPE 1

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SECTION: PC PANEL (TYP)

REF

S-301 1"=1'-0" 0 1' 2'6"

U/S ELEVATION: PC PANEL TYPE 2

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TOP EMBED PLATE

MIR MIR

NOTE 5

NOTE 5

EL 1170.00

N O

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N O

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ACCOUNT FOR TOP AND BOTTOM CONNECTIONS.

AND COORDINATE PRECAST PANEL HEIGHT WITH DETAILS 1/S-501 AND 2/S-501 TO

SHALL VERIFY EXISTING DIMENSIONS, TO DETERMINE PANEL SLOPE REQUIREMENTS

8. PANNEL DIMENSIONS AND SLOPES ARE DETERMINED FROM R-SHEETS. THE CONTRATOR

STEEL BULKHEAD CONNECTION.

ACCOUNT FOR GROUT INFILL AS WELL AS DETAIL ON SHEET M-307 TO ACCOUNT FOR

7. PRECAST PANEL DIMENSIONS SHALL BE COORDINATED WITH DETAIL C/S-402 TO

ACCOUNT FOR GROUT INFILL.

6. PRECAST PANEL DIMENSIONS SHALL BE COORDINATED WITH DETAIL C/S-402 TO

5. CONTRACTOR TO VERIFY EXISTING CHANNEL OPENING DIMENSIONS IN FIELD.

STUDS. ROTATE HOOKS AS REQUIRED TO MAINTAIN CLEAR COVER.

MAINTAIN 2 1/2" CONCRETE CLEAR COVER FOR ALL REINFORCING, AND EMBEDDED 4.

SLOT FOR STEEL BULKHEAD.

NOTCH CONTINUOUS BENT PLATE AT ANGLE TO PROVIDE AN UNOBSTRUCTED GUIDE 3.

EXPOSED STEEL SHALL BE PAINTED USING SYSTEM 5-EZ, PER SPECIFICATIONS. 2.

REMOVED, UNLESS APPROVED TO REMAIN IN PLACE DURING SUBMITTAL REVIEW.

PANEL AND SUBMIT FOR APPROVAL. ALL EMBEDDED LIFTING COMPONENTS SHALL BE

CONTRACTOR TO DESIGN LIFTING ATTACHMENTS, RIGGING AND HARDWARE FOR EACH 1.

NOTES:

1 1

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S-402S-402

S-402

S-402

S-402

S-402

NON-SHRINK GROUT

4" EMBED

AMPLITUDE

ROUGHEN TO 1/4"

INTENTIONALLY

1 1/4" +/- 1/4" GAP

1/2" EPOXY ANCHOR @ 18" OC

PC PANEL TYPE 2, MIR

PC PANEL TYPE 3

PC PANEL, TYP

L6x6x3/8

2" 2 1/2 " MIN

2 1/2 "3"2 1/2 "

2 1/2 "

3/8" PLATES, TYP

STUDS @ 18" OC

1/2"x6" WELDED

ANCHORS

PRECAST PANEL EDGE

3"

1/4 "

3 1/2 "

1 1/4 "

L6x4x3/8

@ 18" OC (SEE NOTE 4)

1/2"x4" WELDED STUDS

L6x4x3/8

L4x3x3/8" x 6"L

1"

3"3"

6"

EMBED PLATE

CONTINUOUS

ANGLE SEE A/S-402 & 3/S-501

/4

PIER

EXISTING CONCRETE

DETAIL ON SHEET M-307

LONG SLOTTED HOLE, SEE

SLOTTED HOLE

5/8" BOLT IN LONG

SLOTTED HOLE

5/8" BOLT IN LONG

SLOTTED HOLE. NOTE 6

IN HORIZONTAL LONG

1/2" L-HOOK ANCHOR

SEE M-307

STEEL BULKHEAD

SEE M-307

CONNECTION

BOLTED

3/8 "L 3 1/2 x 3 1/2 x 3/8

1/2" CHAMFER

/2

1/2" CHAMFER

L3 1/2 x 3 1/2 x 3/8

4"4"

8"

1/4 "

(SEE NOTE 7)

SEE M-504

UHMW SHIM

SEE M-307

ANGLE

1 1/2 "

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6"0 3" 1'3"=1'-0" D

SEE NOTE 2

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P R

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S

TYP

DETAIL: TOP EMBED PLATE

A

6"0 3" 1'3"=1'-0" 6"0 3" 1'3"=1'-0"

REF

S-301

REF

S-401

B 6"0 3" 1'3"=1'-0"

PARTIAL ELEVATION

PARTIAL ELEVATION

1/4

1/4

E

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1"

R

1" R

1/4"

1/4"

6"0 3" 1'3"=1'-0" C

SEE NOTES 1 & 2

SECTION: PC PANEL TO WALL CONNECTIONREF

S-301

SECTION: PRECAST TO STEEL CONNECTION

SHIM SHALL BE SNUG FIT FOR FLUSH BEARING OF ANGLES. 7.

SHOP PAINTED PRIOR TO INSTALLATION.

CAST IN ANCHOR PRIOR TO DRILLING. THIS ANGLE SHALL BE

COORDINATE HORIZONTAL LONG SLOTTED HOLE IN ANGLE FOR 6.

BULKHEAD CONNECTION PLATE. REFER TO SHEET M-307.

CONTRACTOR TO COORDINATE VERTICAL LOCATION WITH STEEL 5.

THEN SPACED PER DETAIL CALLOUT.

ALL WELDED STUDS SHALL START 2 1/2" FROM CONCRETE EDGE, 4.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS.3.

USING SYSTEM 5-E-Z, PER SPECIFICATIONS.

ALL EXPOSED ANGLES AND ANCHOR BOLTS SHALL BE PAINTED 2.

CONTINUOUSLY.

APPLY EPOXY BETWEEN CONCRETE SURFACES AND ANGLE, 1.

NOTES:

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2" 3"

3"

8"

SEE NOTE 1EXISTING DECK

1" MAX

1/2" MIN,

PRECAST PANEL

PRECAST PANEL

BONDED TO CONCRETE

RUBBER BOTTOM SEALS

EXISTING SLAB

EXISTING FOOTING

VERIFY IN FIELD

EXISTING ANGLE,

EMBED (SEE SECTION 1/S-402)

(SEE SECTION C/S-402)

EPOXY ANCHORS, TYP

(SEE SECTION C/S-402)

L-HOOK ANCHORS, TYP

ANGLE, TYP (SEE SECTION C/S-402)

" M

A X

" M

A X

/2

EXISTING ANGLE, VERIFY IN FIELD

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EXISTING DECK

CONCRETE END PIER

PC PANEL

E M

B E

D

3"6"

2"

L6x3x3/8" L4x3x3/8"

/2 M

IN

SEE 1/S-501

FOR EPOXY ANCHOR,

LONG SLOTTED HOLE

VERIFY IN FIELD

EXISTING ANGLE

SLOTTED HOLE, NOTE 3

5/8"Ø EPOXY ANCHOR IN LONG

HOLE

LONG SLOTTED

HORIZONTAL

5/8" BOLT IN

1/2" CHAMFER

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SHEET ID

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6"0 3" 1'3"=1'-0"

REF

S-301

6"0 3" 1'3"=1'-0"

REF

S-301

DETAIL: TOP CONNECTION

DETAIL: BOTTOM CONNECTION

EL 1177.25

EL 1170.0

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6"0 3" 1'3"=1'-0"

REF

S-301

PLAN: TOP CONNECTION EDGE CONDITION

N

N O

T E

EPOXY ANCHORAGE REQUIREMENTS.

RADAR (GPR) REQUIREMENTS PRIOR TO DRILLING AND

SPECIFICATION 05 50 01.00 28 FOR GROUND PENETRATING

AVOID HITTING EXISTING REINFORCING. REFER TO

NOT TO EXCEED 24" OC. ANCHORS CAN BE ADJUSTED ± 1" TO

TOP CONNECTION ANCHORS SHALL BE EQUALLY SPACED 3.

PANEL, PER SPECIFICATIONS.

NOTCH CONCRETE FOR RUBBER SEALS AND ATTACH TO PC 2.

EMBED TO MATCH SLOPE OF EXISTING DECK. 1.

NOTES:

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K H

E A

D R

E V

IS

IO

N A

N D D

E S

C O

P E C

IV

IL

/2

/1

F

IL

E N

O

1X HEX NUT (TYP)

SCREW W/ 2X WASHERS AND

SOCKET BUTTON HEAD CAP

3/8"-16 UNC x 2 1/4" SS HEX

WASHERS AND 1X HEX NUT (TYP)

HEAD CAP SCREW W/ 2X

SOCKET FLAT COUNTERSUNK

3/8"-16 UNC x 1 1/4" SS HEX

WASHERS AND 1X HEX NUT (TYP)

STRUCTURAL HEX BOLT W/ 2X

5/8"-11 UNC x 6" ALLOY STEEL A325

1X HEX CROWN NUT (TYP)

SCREW W/ 2X WASHERS AND

SOCKET BUTTON HEAD CAP

3/8"-16 UNC x 1 1/4" SS HEX

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

M-002

K

R E

N S

H A

W P .E

S

A N

D S

J E

D W

A R

E D

L E G

A T

E P

A R

T S L

IS

T

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W A

L L

A W

A L L

A D

IS

T R

IC

T W

A L L

A W

A L L

A

W A

S H

IN

G T

O N

M C -1 -1

/2

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W E

F

Q

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...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-002---.dgn

1 2

NOT TO SCALENOT TO SCALE

PART NUMBER PART DESCRIPTION QUANTITIES REF SHEET

C

B R

E N

N E

IS

E

FL

O

W

FL

O

W

VIEW: DOWNSTREAM CLOSED POSITION VIEW: UPSTREAM CLOSED POSITION

WRAPPED WITH SEAL WELDS.

ALL ADJOINING MILD STEEL METAL SURFACES SHALL BE FULLY 2.

HOLES ACCORDINGLY.

KITS FOR FASTNERS IN CONTACT WITH MILD STEEL, AND SIZE

UNLESS OTHERWISE NOTED. PROVIDE COMPLETE ISOLATION

ALL FASTENERS SHALL BE SAE 300 SERIES STAINLESS STEEL 1.

NOTE:

F

IL

E N

O

BULKHEAD GATE SKIN PLATE

M-307

M-307

BULKHEAD GATE FRAME M-307

SLUICE GATE M-308

SLUICE GATE STEM M-308

1 M-309OPERATOR FRAME

M-002

2 M-311

1/M-504

2/M-504

3/M-504BOTTOM RUB BLOCK

6 4/M-504UHMW SHIM

HORIZONTAL BACK RUB BLOCK

MOUNTING BRACKETS

SIDE RUB BLOCK

SLUICE GUIDE ISOLATOR

SLUICE GUIDES

SLUICE GATE OPERATOR

1/M-504

2 1/M-505

1 2/M-505

SILL BRACKET

SLUICE GATE RUB BLOCK

M-312

SLUICE GATE SILL BLOCK

1' 6"

/8

/8

/8

/8

/8

/8

/8

T Y

P

1'-11 3/4 "1'-4 1/2 " 1'-4 1/2 "

1 7/8 "

3 1/2 "

3/8" SKIN PLATE, TYP

WASHER AND 1X HEX NUT, TYP

STRUCTURAL HEX BOLT WITH 2X

5/8"-11 UNC x 6" ALLOY STEEL A325

WELD FOR ANGLES

BREAK SKIN PLATE

L6X4X3/8, TYP

9" 9"

1'-5" 11 3/8 " 11 3/8 " 1'-5"

2 1/32 "

4 1/16 "

2 1/32 "

4 1/16 "

1/4" FILLET, TYP

ROUND EDGES W/WITH 3/8" FILLET

VERTICAL EDGES

ROUND SKIN PLATE

L6X4X3/8 /2

3/8" STIFFENER

3/8" FLANGE

/4

3/8" SKIN PLATE

1/4" FILLET

EDGES WITH

ROUND HOLE

HOLE CORNERS

1/4" CHAMFER

8 1/4 "

3/8" WEB

3/8" WEB

3/8" STIFFENER

3/8" SKIN PLATE

3/8" FLANGE

3/8" TOP PLATE

L2 1/2X2 1/2X3/8, TYP

L2 1/2X2 1/2X3/8, TYP

2 1/2 "

/2

3/4 "

/4

7 1/2 "

/2

3"

1 1/2 "

/2

4" 1'-6"1'- 3/8 "

4'-5 3/4 "

4" 1'- 3/8 "

1 7/8 "

3/8 "

/4

1/4" FILLET

EDGES WITH

ROUND HOLE

3/8" SKIN PLATE

11/16" DIA THRU HOLE, TYP

3/8" CAP SCREW, TYP

THRU HOLE TO SUIT

3/8" CAP SCREW, TYP

THRU HOLE TO SUIT

/8

/1

/1

3 1/2X3/8" FLANGE, TYP

/8

6 1/4 " 1 7/8 "

/4

1' 4 3/4 "1' 6"1' 4 3/4 "

/1

/1

PLATE

3/8" TOP

/8

4 1/2 "

/8

/4

/8

1/4" FILLET

EDGES WITH

ROUND HOLE

1 1/2 "

THRU HOLE

SLOTTED

DIA 7/16 "

/4

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

S I

F

IL

E N

M C -1 -1

/2

N E

E D

L E G

A T

E F

R A

M E

C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

M-307

S E

C T

IO

N S A

N D D

E T

A

IL

S K

R E

N S

H A

W P .E

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

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

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

SECTION

ISOMETRIC

NOT TO SCALE

1' 2'0 6"11/2"=1'-0"

1' 2'0 6"11/2"=1'-0"

SECTION

SECTION

1 2

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

SECTION

B

D

E

REF

REF

REF

M-002

M-002 M-002

6"0 3" 1'3"=1'-0"

DETAIL

6"0 3" 1'3"=1'-0"

DETAIL

1' 2'0 6"11/2"=1'-0"

SECTION

F

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W E

F

Q

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:31:50 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-307---.dgn

(T Y

P

W A

L L

A W

A L L

A D

IS

T R

IC

T

3 SIDES, TYP

1/4

1/4

1/4

TYP

TYP

CL

SEAL WELD, TYP

DETAIL: D/S BULKHEAD FRAME

1/4

1/4

TYP

TYP

1/4

1/4

TYP

CL

TYP

1/4

1/4

TYP

1/4

1/4

TYP

1/4

1/4

1/4

1/4

TYP

(1/4)

(1/4)

DETAIL: U/S BULKHEAD FRAME

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

SECTION

C

(1/4)

6"0 3" 1'3"=1'-0"

DETAIL

TYP

1/4

1/4

TYP

1/4

(1/4)

(T Y

P

TYP

1/4

1/4

TYP

1/4

TYP

1/4

(1/4)

TYP

1/4

(1/4)

CJP

CL

ABOUT

SYMMETRICAL

CJP

TYP

1/4

1/4

TYP

1/4

1/4

TYP

1/4

(1/4)

TYP

1/4

1/4

STIFFENERS AND CONNECTIONS.

PROVIDE COPES FOR INTERIOR 5.

LUG DETAILS.

REFER TO SHEET M-310 FOR LIFTING 4.

SPECIFICATIONS.

PAINTED USING SYSTEM 5-E-Z, PER

ALL EXPOSED METAL SHALL BE 3.

WELDS.

SHALL BE FULLY WRAPPED WITH SEAL

ALL ADJOINING METAL SURFACES 2.

ASTM A36 STEEL.

ALL STEEL ON THIS SHEET SHALL BE 1.

NOTE:

(TYP)

ABOUT

SYMMETRICAL

1" R

M-307

M-307

M-307

B

M-307

C

M-307

E

M-307

D

M-307

M-307

1'-9" SLUICE PLATE

10 1/2 "10 1/2 "

/8

1 7/16 "

1'-9"

/2

(T

Y P

/4

T Y

P

3" (TYP) 1 9/16 " (TYP)

1 7/16 "

1'-6 1/8 "

/4

/2

/4

1 1/8 " L 2 1/2x2X3/8"

BAR 1 1/8X3/8"

2 1/2 " (TYP)

CORNERS WITH 1/4" FILLET

ROUND EDGE AND

/1

" 3/8" CAP SCREW (TYP)

THUR HOLE TO SUIT

1 1/16 "

L 2 1/2x2X3/8"

1/8" FILLET (TYP)

3/8" CAP SCREW (TYP)

THUR HOLE TO SUIT

BAR 1 1/8X3/8"

(TYP)

1/8" CHAMFER

3/16 " (TYP)

WASHERS AND 1X HEX NUT (TYP)

HEAD CAP SCREW W/ 2X

SOCKET FLAT COUNTERSUNK

3/8"-16 UNC x 2 1/2" SS HEX

NUT (TYP)

WASHERS AND 1X HEX

CAP SCREW W/ 2X

COUNTERSUNK HEAD

SOCKET FLAT

3/8"-16 UNC x 2" SS HEX

3/8" FILLET (TYP)

BAR 1 1/8X3/8"

THRU HOLE (TYP)

L 2 1/2x2X3/8"

2"

/2

/1

/4

/1

/4

1 7/16 " (TYP)

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

S

E N

-1 -1

/3

S L

U

IC

E G

A T

E C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

M-308

S E

C T

IO

N S A

N D D

E T

A

IL

S K

R E

N S

H A

W P .E

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W E

F

Q

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:31:54 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-308---.dgn

RUB AND SILL BLOCK NOT SHOWN FOR CLARITY.2.

STAINLESS STEEL.

ALL STEEL ON THIS SHEET SHALL BE SAE 300 SERIES 1.

NOTE:

CL

W A

L L

A W

A L L

A D

IS

T R

CL

1/4

TYP

C L C L

C L C L

1/4

1/4

TYP

1/4

1/4

TYP

A B

VIEW: U/S SLUICE GATE VIEW: D/S SLUICE GATE

SEE NOTE 2SEE NOTE 2

REF

M-002 6"0 3" 1' 6"0 3" 1'3"=1'-0"3"=1'-0"

D

SECTION

SEE NOTE 2

3"0 6"1-1/2"6"=1'-0"

SECTION

C

SEE NOTE 2

6"0 3" 1'3"=1'-0"

1' 2'0 6"11/2"=1'-0"

ISOMETRICREF

M-002

1/4

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

RUB BLOCK

SLUICE GATE

SILL BLOCK

SLUICE GATE

GATE STEM

SLUICE

M-505

M-505

M-505

C

M-308

M-308

11/16" THRU HOLE (TYP)

/8

3/8" CAP PLATE

/8

11"

SEE NOTE 2

2'-4 1/4 "

3/8 "

3/4 " 9 3/8 "4" 9 3/8 " 4"

3/8 "

3/4 "

3/8" PLATE

3/8" PLATE

HSS 4X3X3/8, TYP

3/8" PLATE, TYP

3/8" PLATE, TYP

2'-4 1/4 "

3/8 "

3"3"

/2

3"6"2"

/8

3/8 "

10 3/4 " 10 3/4 "

SEE NOTE 2

DIA 4"

/8

/8

1/4" COPE, TYP

1/4" COPE, TYP

/4

/2

1 1/2 "

/8

1 1/2 "

/8

3 7/8 "

SEE NOTE 2

DIA 2 1/8"

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

S

E N

-1 -1

/3

O P

E R

A T

O R F

R A

M E

C

B R

E N

N

IE

IS

E

D S

A N

D S

J E

D W

A R

D

M-309

S E

C T

IO

N S A

N D D

E T

A

IL

S K

R E

N S

H A

W P .E

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

6"0 3" 1'3"=1'-0"

6"0 3" 1'3"=1'-0"

SIDE ELEVATION

NOT TO SCALE

ISOMETRIC

PLAN: FRAME

C

REF

M-002

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W E

F

Q

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:31:57 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-309---.dgn

W A

L L

A W

A L L

A D

IS

T R

SYSTEM 5-E-Z, PER SPECIFICATIONS.

ALL EXPOSED METAL SHALL BE PAINTED USING 3.

IS DEPENDANT ON ACTUAL HARDWARE INSTALLED.

OPERATOR BOLT AND PILOT HOLE LAYOUT AND SIZE2.

ALL TUBE STEEL ON THIS SHEET SHALL BE ASTM A500.

ALL STEEL PLATE ON THIS SHEET SHALL BE ASTM A36,1.

NOTE:

CL

6"0 3" 1' A

3"=1'-0" 6"0 3" 1'3"=1'-0"

ELEVATION: FRONT VIEW ELEVATION: BACK VIEW

CL

B

TYP

1/4

1/4

TYP

1/4

1/4

TYP

1/4

1/4

TYP

CL

TYP

1/4

1/4

TYP

(1/4)

REF

M-002

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

CJP, TYP

SYMMETRICAL ABOUT

SYMMETRICAL ABOUT SYMMETRICAL ABOUT

A

C

4" 4 1/16 " 4"

HSS4X3X3/8

/2

/2

/4

/8 " 2

2"2"

1/32 " GAP 1/32 " GAP4"

/2

/2

3/8" CAP PLATE

3/8" PLATE

3/8" PLATE

3/8" CAP PLATE

HSS 4X3X3/8

/8

1 1/2 "1 1/2 "

° M

AX

SEE M-307

TOP OF DECK

M A

X

4.0T SHACKLE

SEE A/M-310

LIFTING LUG

S E

E S

H E

E T M

-3

SEE SHEET M-307

STEEL BULKHEAD

SEE SHEET M-307

CAPACITY EA LEG

SLING W/ 2T

TYP

1/2" NOMINAL PIN,

2T SHACKLE W/

1/2" NOMINAL SHACKLE

11/16" DIA. HOLE FOR

ANGLE PER M-307

BOLTS PER M-307

BOLTS PER M-307

/4

ANGLE PER M-307

BOLTS PER M-307

PER M-307

STEEL PLATE

PER M-307

STIFFENER PLATE

PER M-307

STEEL BULKHEAD

PER M-307

STEEL BULKHEAD

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

M-310

E E

L B

U L

K H

E A

D L

IF

T

IN

G L

U G

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W A

L L

A W

A L L

A D

IS

T R

IC

T W

A L L

A W

A L L

A

W A

S H

IN

G T

O N

M C -1 -1

/3

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W E

F

Q

D S

A N

D S

K

R E

N S

H A

W P .E

C

B R

E N

N E

IS

E

6"=1'-0" A

3"0 6"1-1/2"

6"=1'-0" 3"0 6"1-1/2"

6"=1'-0" 3"0 6"1-1/2" 6"=1'-0" 3"0 6"1-1/2"

2" R

B

ISOMETRIC: LIFTING LUG

SECTION: LIFTING LUGPLAN: LIFTING LUG

ELEVATION: LIFTING LUG

C

1/4"

1/4"

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

ELEVATION: RIGGING

IN

1/2" DIA. SHACLKE PIN

11/16" DIA. HOLE FOR

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:32:00 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-310---.dgn

TO 125% OF DESIGN LOAD.

DOCUMENTATION THAT LIFTING LUGS HAVE BEEN TESTED

LOAD TEST LIFTING LUG TO 125% DESIGN LOAD. SUBMIT 1.

NOTE:

J

H A

U G

REF

M-307

F

IL

E N

O

C

CAP SCREW (TYP)

THRU HOLE TO SUIT 3/8"

/8

" CAP SCREW (TYP)

THRU HOLE TO SUIT 3/8"

2'-2"

3"

/8

/2 " 7 7/8 " 2 1/8 "1 1/2 "

/8

/4

/8

2'-2"

/4

/1

/8

11 1/8 "

3/8" TOP PLATE

3/8" BOTTOM PLATE

L2 1/2X2X3/8 (TYP)

(TYP)

L2 1/2X2X3/8

2 1/4 "

1 1/2X3/8" BAR

1 1/2 " 3 /8

1/4" FILLET (TYP)

1/8" FILLET (TYP)

60°

1/4" FILLET (TYP)

/2

/2

S

P A

C E

S A

T /4

O C

3/4 "

2 11/16 "

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

S

E N

-1 -1

/3

W

L L

A W

A L L

A D

IS

T R

IC

T

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

M-311

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

W E

F

Q

3:32:03 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-311---.dgn

S L

U

IC

E G

A T

E G

U

ID

E C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

K

R E

N S

H A

W P .E

P L

A N S

E C

T

IO

N E

L E

V A

T

IO

N S

A N

D I S

O M

E T

6"0 3" 1'

3"=1'-0"6"0 3" 1'3"=1'-0"

1' 2'0 6"11/2"=1'-0"1' 2'0 6"11/2"=1'-0"

ELEVATION: GUIDE SIDE VIEW

B C

NOT TO SCALE

ISOMETIRC

STAINLESS STEEL.

ALL STEEL ON THIS SHEET SHALL BE SAE 300 SERIES 1.

NOTE:

PLAN: TOP PLATE SECTION: BOTTOM PLATE

1/4

TYP

1/4

CL

1/4

TYP

CL

ENLARGED BOTTOM PLATE

0 1" 2"1/2"FULL SCALE

REF

M-002

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

ELEVATION: SLUICE GATE GUIDES

A

3/8" PLATE

3/8" PLATE

3/8" PLATE

STIFFENER

3/8" SIDE PLATE, TYP

3/8" TOP PLATE, TYP

1/4" COPE

PROVIDE WASHER AND HEX NUT

COUNTERSUNK HEAD CAP SCREW

3/8-16 UNC X 1 1/4" HEX SOCKET FLAT

PROVIDE WASHER

BUTTON HEAD CAP SCREW

3/8-16 UNC X 1 1/2" HEX SOCKET

1'-5 13/16 "

5/16 "1'-5 3/16 " 5/16 "

3/8 "1'-4 7/16 " 3/8 "

/2

/4

/2

6 11/16 "

/1

2 1/2 " 1/2 "

2 1/2 " 1/2 "

1 3/8 "

/2

/1

/1

2 3 /8 "

3/8

/8

/2

/1

1/8 "

3/8 "

/4

/4

/1

1/8 "

3/8 "

1'-5 13/16 "

1'-5 13/16 "

/2

7 1 1/1

6 "

7/8 "

/2

13/16" DIA CSK AT 82°

THRU HOLE TO SUIT 3/8" CAP SCREW,

3/8" CAP SCREW, TYP

THRU HOLE TO SUIT

THRU HOLE, TYP

3/8-16 UNC - 2B

3/8" CAP SCREW

THRU HOLE TO SUIT

UHMW SPACER

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

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S

E N

-1 -1

/3

L L

A W

A L L

A D

IS

T R

IC

T

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

M-312

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

W E

F

Q

3:32:07 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-312---.dgn

C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

K

R E

N S

H A

W P .E

P L

A N S

E C

T

IO

N E

L E

V A

T

IO

N S

A N

D I S

O M

E T

L B

R A

C K

E T

6"0 3" 1'3"=1'-0"

6"0 3" 1'3"=1'-0" A 2

ISOMETRIC: SILL BRACKET

NOT TO SCALE

NOT TO SCALE

ISOMETRIC: SILL SPACER

E 3"0 6"1-1/2"6"=1'-0"

PLAN: SILL BRACKET BOTTOM

ELEVATION: SIDE VIEW

6"0 3" 1'3"=1'-0" B

DETAIL: SILL BRACKET BACK

6"0 3" 1'3"=1'-0" C

DETAIL: SILL BRACKET BOTTOM

6"0 3" 1'3"=1'-0" D

TYP

1/4

1/4

TYP

1/4

1/4

SECTION: STIFFENER

F 3"0 6"1-1/2"6"=1'-0"

DETAIL: UHMW SPACER

G

3"0 6"1-1/2"6"=1'-0"

DETAIL: UHMW SPACERDETAIL: UHMW SPACER

REF

REF

M-002

M-002

B

A

C

D

F

G

1/8"x 60° CHAMFER

3/8" CAP SCREW, TYP

THRU HOLE TO SUIT

/2

1 1/2 " 1"3 1/2 "

T

Y P

/4

T

Y P

/4

/2

/4

/8

/4

3/8 "

1/8 "

/8

5 5/8 "

1/2 "

/2

4'-6"

2" 6 1/4 ", TYP 2"

6 1/4 ", TYP2"

4'-6"

2"

/4

/4

/2

/2

/2

1/4 "

1/2 "

1/4 "

1/2 "

/4

/4

2 1/2 "

1 1/2 "1"

2 3/8 " 1/8 "

2 1/2 "

/8

1 1/2 "1"

/8

/8

T

Y P

/8

13/16" DIA CSK AT 82° (TYP)

THRU HOLE TO SUIT 3/8" CAP SCREW

13/16" DIA CSK AT 82° (TYP)

THRU HOLE TO SUIT 3/8" CAP SCREW

TYP

13/16" DIA CSK AT 82°,

3/8" CAP SCREW,

THRU HOLE TO SUIT

M-307

SEE DETAIL ON SHEET

LONG SLOTTED HOLE,

1/16 "

1/4" CHAMFER

/2

/4

1/4 "

1 1/2 "

1 1/4 "

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

S

E N

-1 -1

/3

N E

E D

L E G

A T

E F

R A

M E

C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

M-504

R U

B B

L O

C K D

E T

A

IL

S K

R E

N S

H A

W P .E

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

6"0 3" 1'3"=1'-0"

REF

M-002

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W E

F

Q

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:32:10 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-504---.dgn

W A

L L

A W

A L L

A D

IS

T R

ALL PARTS ON THIS SHEET SHALL BE UHMW-PE.1.

NOTE:

/2

R

1"

R

DETAIL: SIDE RUB BLOCKS

SECTION

A

6"0 3" 1'3"=1'-0"

REF

M-002

6"0 3" 1'3"=1'-0"

REF

M-002

HORIZONTAL BACK RUB BLOCK

3"0 6"1-1/2"6"=1'-0"

REF

M-002

DETAIL: UHMW SHIM

3"0 6"1-1/2"6"=1'-0"

3"0 6"1-1/2"6"=1'-0"

SECTION

E

3"0 6"1-1/2"6"=1'-0"

REF

M-002

3"0 6"1-1/2"6"=1'-0"

SECTION

D

DETAIL: GUIDE ISOLATOR

3"0 6"1-1/2"6"=1'-0"

SECTION

C

3"0 6"1-1/2"6"=1'-0"

SECTION

B

BOTTOM RUB BLOCK

TWO REQ'D, ONE AS SHOWN, ONE OPPOSITE HAND

TWO REQ'D, ONE AS SHOWN, ONE OPPOSITE HAND

1/2 "

R

A

C

B

E

1/2 "

/4

/4

R 1/4"

3" 3/4 "

/2

5/8 " 5/8 "

/2

/8

/8

3/4 " 3/4 "

/2

5/8 "

/4

3 1/8 "3"

1'-9 1/4 "

/2

3'-0 3/4"

7/8" DIA COUNTERBORE 5/8"DEPTH, (TYP)

THRU HOLE TO SUIT 3/8" CAP SCREW,

13/16" DIA CSK AT 82°, (TYP)

THRU HOLE TO SUIT 3/8" CAP SCREW,

/2

/2

1"1"

2" DIA STEM

13/16" THRU HOLE, (TYP)

1/4" FILLET

1/8" CHAMFER

1 1/2 ", TYP'

1/4" CHAMFER, TYP

TYP

1/4" CHAMFER,

5/8 "

1/4" CHAMFER

1/4" CHAMFER

/2

U N

C T

H R

E A

D T

H R

E A

D

13/16" DIA CSK AT 82°, (TYP)

THRU HOLE TO SUIT 3/8" CAP SCREW,

13/16" DIA CSK AT 82°, (TYP)

3/8" CAP SCREW,

THRU HOLE TO SUIT

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

S

E N

-1 -1

/3

A

6"0 3" 1'

SECTION

SECTION

SECTION

SECTION

B

C

D

REF

M-308

REF

M-308

S L

U

IC

E G

A T

E C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

M-505

R U

B B

L O

C K A

N D S

T E

M D

E T

A

IL

S K

R E

N S

H A

W P .E

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

0 1" 2"1/2"

0 1" 2"1/2"

0 1" 2"1/2"

0 1" 2"1/2"

0 1" 2"1/2" FULL SCALE

FULL SCALE

FULL SCALE

FULL SCALE

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W E

F

Q

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:32:14 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-505---.dgn

DETAIL: SLUICE GATE RUB BLOCK

DETAIL: SLUICE GATE SILL BLOCK

W A

L L

A W

A L L

A D

IS

T R

CL

MATL: UHMW-PE

FULL SCALE

MATL: UHMW-PE

3"=1'-0"

CL

3"0 6"1-1/2"

REF

M-308

DETAIL: SLUICE GATE STEM

MATL: SAE 300 SERIES STAINLESS STEEL

6"=1'-0"

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T Y

P T

Y P

TYP

TYP TYP

1/4 "'

R

B

A

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

SHEET ID

S

E N

-1 -1

/3

D S

A N

D S

J E

D W

A R

D

M-903

K

R E

N S

H A

W P .E

NOT TO SCALE

PARTIAL ISOMETRIC

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

NOT TO SCALE

PARTIAL ISOMETRIC

NOT TO SCALE

ISOMETRIC ISOMETRIC

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

C

B R

E N

N E

IS

E

C L

O S

E D P

O S

IT

IO

N

W E

F

Q

IS

O

M E

T R

IC

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:32:17 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-903---.dgn

W A

L L

A W

A L L

A D

IS

T R

NOT TO SCALE

GATE CLOSED, U/S SIDE

GATE CLOSED, U/S SIDE

GATE CLOSED, D/S SIDE

GATE CLOSED, D/S SIDE

FLO

W

FLO

W

FLO

W

FLO

W

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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

S

E N

ISOMETRIC

PARTIAL ISOMETRIC

NOT TO SCALE

ISOMETRIC

NOT TO SCALE

PARTIAL ISOMETRIC

IS

O

M E

T R

IC

C

B R

E N

N E

IS

E

D S

A N

D S

J E

D W

A R

D

M-904

O P

E N P

O S

IT

IO

N K

R E

N S

H A

W P .E

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W E

F

Q

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:32:20 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133M-904---.dgn

W A

L L

A W

A L L

A D

IS

T R

GATE OPEN, D/S SIDE

GATE OPEN, D/S SIDE GATE OPEN, U/S SIDE

GATE OPEN, U/S SIDE

M C -1 -1

/3

FLO

W

FLO

W

FLO

W

FLO

W

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

WORKS STRUCTURE

MILL CREEK DIVISON

L C

R E

E K F

L O

W

HAND RAIL

NOTE 1

NOTE 3

FOR ARM GATES

EXISTING DISCONNECT SWITCH

ARM GATES

TRANSFORMER FOR

EXISTING ISOLATION

" RMC SECTIONS

BELOW TWO EXISTING

CONCRETE DIRECTLY

MOUNT NEW 3/4" RMC ON

PANELBOARD

CONDUIT TO RESTROOM

1EXISTING BURIED 1

DISCONNECT SWITCH

CONDUIT TO ARM GATE

1EXISTING BURIED 1

120V/240V POWER PANEL

EXISTING RADIAL GATE

CCO

NOTE 2

PAST BRIDGE

TO FEED CONDUIT

HOLE INTO TOE GUARD

PENETRATE 1" DIAMETER

EXISTING J-BOX

JB1

CONCRETE PAD

CONDUITS FLUSH AGAINST

AND CAP TWO SPARE 3/4"

STUB UP 6"

FROM CONCRETE

APART, APPROX. 5" SPACING

3SPACED APPROXIMATELY

" PVC SCHEDULE 40

3BE

BURIED CONDUIT SHALL

HAND RAIL TO JB1

" RMC ALONG

3ROUTE

HAND RAIL (SEE NOTE 4)

J-BOX MOUNTED ON

NEW 12" X 12" X 4" NEMA 3R

JB2

HAND RAIL (SEE NOTE 4)

J-BOX MOUNTED ON

NEW 12" X 12" X 4" NEMA 3R

JB3

JB1

WILL PASS UNDER

AT THIS POINT. PATH

PARALLEL TO BRIDGE APPROX.

CONDUIT WILL BEGIN TO RUN

ARM GATE CONDUIT

1EXISTING 1

ON SAME SURFACE

ARM GATE POWER CONDUIT

1BRIDGE, ADJACENT TO 1

" RMC UNDERNEATH

3RUN NEW

TRENCH OUTLINE

APPROXIMATE

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

1 N

O P

R O

JE

C T O

F F

IC

E

D

IV

IS

IO

N W

O R

K S M

O D

IF

IC

A T

IO

N S

E N T R

A N

C E

U P S T R E

A M

E N T R

A N

C E

D O

W N S T R E

A M

E N T R

A N

C E

R A

D

IA

L G

A T E

REF

G-101

LEGEND:

PLAN: NEW CONDUIT INSTALLATION

N E

E D

L E G

A T

E R

E P

L A

C E

M E

N T

W A

L L

A W

A L L

A D

IS

T R

IC

T W

A L L

A W

A L L

A

W A

S H

IN

G T

O N

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W E

F

Q

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E-101

J E

F F

R E

Y L

Y O

N P .E

E L E

C T

R

IC

A L I

N S

T A

L L

A T

IO

N P

L A

N

E

R O

G E

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:32:23 PM 8/24/2018

...\MCL\MC467133\ProjectData\CAD_BIM\_Sheets\MC467133E-101---.dgn

EXISTING ITEMS

NEW ELECTRICAL ITEMS

NEW UNDERGROUND ELECTRICAL ITEMS

EXISTING UNDERGROUND ELECTRICAL ITEMS

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

ENLARGED VIEW: ROUTING TO JB1

H S

M

IT

H

1/4"=1'-0" 0 4' 8'2'

LOCATIONS.

SEE E-901 FOR APPROXIMATE J-BOX MOUNTING

MEANS OF METAL SUPPORTS AND FRAMING.

SECTIONS OF HAND RAIL BY INDICATED

NEW JUNCTION BOXES SHALL BE MOUNTED ON 4)

INTERFERE WITH ANY EXISTING UTILITIES.

VERIFY ROUTING WILL NOT

BASED ON FIELD CONDITIONS BY CONTRACTOR.

SHALL BE DETERMINED ON-SITE

IS APPROXIMATE. EXACT ROUTING AND SPACING

CONDUIT ROUTING AND SPACING SHOWN3)

TIE OFF PULL STRING AT JB2 AND STUBS.

PULL WIRE BY CONTRACTOR FOR FUTURE USE.

SPARE CONDUIT SHALL BE PROVIDED WITH

CONDUIT FROM JB2 TO STUB UP LOCATION.

PARALLEL TO SECURITY LIGHTING

TWO SPARE CONDUIT RUNS WILL BE INSTALLED 2)

BY CONTRACTOR FOR RUN FROM CCO TO JB1

CONDUCTORS SHALL BE PROVIDED

AND INCLUDING TYPE LB BODY. NEW

" RMC UP TO

3REUSE EXISTING 1)

NOTES:

J

H A

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/2

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E V

IS

IO

N A

N D D

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C O

P E C

IV

IL

F

IL

E N

O

/2

/1

E-901

E-901

E-501

E-501

E-501

2' MAX

2' MAX

1' MIN

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

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IT

T E

D B

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D A

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C O

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O

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D B

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D R

A W

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IS

S

U E D

A T

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B

C

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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S

E N

L L

A W

A L L

A D

IS

T R

IC

T J

U L

Y

M

IL

L C

R E

E K F

L O

O D C

O N

T R

O L P

R O J E

C T

W A

L L

A W

A L L

A

W A

S H

IN

G T

O N

N E

E D

L E G

A T

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E P

L A

C E

M E

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E-501

W A

L L

A W

A L L

A

W A

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W E

F

Q

REF TRENCH SECTION: ASPHALT/CONCRETE SURFACING

NOT TO SCALEE-101

REF

NOT TO SCALEE-101

TRENCH SECTION: RANDOM FILL SURFACING

DATA.

SEE SHEET E-101 FOR ADDITIONAL ELECTRICAL PLAN 4.

OF 2 INCHES.

RE-BAR SHALL HAVE A MINIMUM CONCRETE COVER 3.

AGAINST.

SURFACE TO FORM THE CONCRETE PAVEMENT

THE TRENCH TO PROVIDE A STRAIGHT, VERTICAL

SAWCUT EXISTING ASPHALT AFTER EXCAVATION OF 2.

INDICATED TRENCH SECTION.

MINIMIZE DISTURBANCE OF OF SOIL OUTSIDE OF THE 1.

NOTES:

E L E

C T

R

IC

A L T

R E

N C

H D

E T

A

IL

S D T

U C

K E

R

F

W A

C H

O B

F

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C H

O B

J E

F F L

Y O

N P .E

M C -1 -1

/3

WALL

DIVISION STRUCTURE

APART

CONDUITS, SPACED 3/4"

(3) 3/4" ELECTRICAL

SIDES OF CONDUIT

MIN 3" COVER ON ALL

BEDDING MATERIAL,

ASPHALT PAVEMENT

SAWCUT EXISTING

4" RANDOM FILL

EXISTING GRADE

EVERY 10 FEET

SAWCUT 2 INCHES DEEP

6" CONCRETE PAVEMENT,

PLACED AT MID-DEPTH

CENTERS, BOTH DIRECTIONS,

#4 RE-BAR @ 12 INCH

ISOLATION JOINT

MARKING TAPE

FILL (CDF)

CONTROLLED DENSITY

MARKING TAPE

APART

CONDUITS, SPACED 3/4"

(3) 3/4" ELECTRICAL

WALL

DIVISION STRUCTURE

SIDES OF CONDUIT

MIN 3" COVER ON ALL

BEDDING MATERIAL,

FILL (CDF)

CONTROLLED DENSITY

BRIDGE DECK

PROJECT ROAD