Amendment 0002 revised plans and drawings.pdf

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

NOTES SPECIFIC TO THIS TITLE

SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM

LOCATION ON THE GRID THE TITLE ITEM IS

TEXT SCALE

TITLE OF DETAIL, PLAN OR SECTION

GRAPHIC SCALE

NORTH ARROW OF TITLE ITEM

PAPER NORTH

TRUE NORTH

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS ON SECTION CALL OUT

DIRECTION OF SECTION CUT

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

R S

S

A AF

E

Y

Y

T

P S

C O

R P

S

O F

E N

G I

N E

E R

S

D E

T R

O I

T

D

S T

R I

C T

I n c r e a s e r o f i t

S u b m i t

V

C P

S

V a l u n g i n e e r i g

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:49:15 PM 9/9/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

R O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

GI001

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

TITLE

X#XX###

X#

SCALE: 1"=1'

1. TITLE SPECIFIC NOTES

NOTE:

N

0 1' 2'6"

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

G E

N E

R A

L I

N F

O R

M A

T

IO

N S

H E

E T I

N D

E X

P

R O

S S

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

LOADING ON SPILLWAY WALKWAY SHALL NOT EXCEED 90 PSF.14.

SHEET SS502 FOR STOPLOG REQUIREMENTS.

GRATING OVER SLUICEWAY STOPLOG RECESSES IS REMOVABLE. SEE 13.

IN AREAS OF THE SLUICEWAY INACCESSIBLE TO GOVERNMENT PERSONNEL.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEBRIS AND ICE REMOVAL 12.

POLES DURING CONSTRUCTION.

CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING LIGHTS AND LIGHT 11.

BENCHMARKS AFFECTED BY THE WORK TO ORIGINAL LOCATIONS.

10. CONTRACTOR IS REQUIRED TO RE-ESTABLISH ALL EXISTING BRASS

DOWNSTREAM.

ORIENTATION FOR "LEFT" AND "RIGHT" VERBIAGE ASSUMES LOOKING 9.

COMPLETE THE REQUIRED WORK.

DISCREPANCIES FROM PLANS WHICH EFFECT QUANTITIES OR EFFORT TO

SHALL VERIFY EXISTING DIMENSIONS AND NOTIFY COR OF ANY

DIMENSIONS SHOWN ARE FROM PROPOSED DRAWINGS. CONTRACTOR

AS-BUILTS FROM THE 1939 AND 1940 CONSTRUCTION ARE NOT AVAILABLE. 8.

LOCATION UPON COMPLETION OF WORK.

VISIBLE TO USERS OF THE RIVER AND BE REINSTALLED IN ORGINIAL

FACILITATE CONSTRUCTION, HOWEVER SIGNS ARE REQUIRED TO REMAIN

CONSTRUCTION. IF NECESSARY, CONTRACTOR MAY RELOCATE SIGNAGE TO

RELATED TO DAM SAFETY AND LEAVE IN PLACE FOR DURATION OF

THE CONTRACTOR IS REQUIRED TO PROTECT ALL EXISTING SIGNAGE 7.

DISTURBED.

THOSE UTILITIES NOT REQUIRING TEMPORARY RELOCATION WILL NOT BE

AND SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO ENSURE THAT

THE CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO STARTING WORK 6.

ELEVATIONS ARE REFERENCED TO NAVD 88.5.

ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D).4.

STEEL HANDRAILS AT APPLETON UPPER.

OPTION 2 WORK INCLUDES REMOVAL AND REPLACEMENT OF GALVANIZED 3.

STEEL HANDRAILS AT APPLETON LOWER.

OPTION 1 WORK INCLUDES REMOVAL AND REPLACEMENT OF GALVANIZED 2.

TUCK POINTING AND STEAM HOUSE REMOVAL.

MISCELLANEOUS REPAIRS AT APPLETON LOWER SUCH AS MASONRY WALL

STOPLOGS, REPAIR OF BEDROCK DELAMINATION AT APPLETON UPPER, AND

FLASHBOARDS AT EACH DAM AND REPLACEMENT WITH COMPOSITE

LOWER, REMOVAL OF APPROXIMATELY 50 FEET OF 3-FOOT HIGH

INSTALLATION OF ONE NEW STEEL SPILLWAY WALKWAY SPAN AT APPLETON

SPILLWAY WALKWAY SPANS AT APPLETON LOWER, FABRICATION AND

9 STEEL SPILLWAY WALKWAY SPANS AT APPLETON UPPER AND 5 STEEL

CONCRETE REPAIRS AT SLUICEWAY PIERS, REMOVAL AND REPLACEMENT OF

LOWER, REPLACEMENT OF SIDE SEALS AT 5 GATES AT APPLETON LOWER,

SEAL PLATES AT 8 GATES AT APPLETON UPPER AND 4 GATES AT APPLETON

FABRICATION AND INSTALLATION OF STAINLESS STEEL EMBEDDED SIDE

SANDBLASTING AND REPAINTING OF 5 TAINTER GATES AT APPLETON LOWER,

UPPER AND 4 TAINTER GATES AND TRUNNION PINS AT APPLETON LOWER,

REPLACEMENT OF 8 TAINTER GATES AND TRUNNION PINS AT APPLETON

BASE CONTRACT WORK INCLUDES BUT IS NOT LIMITED TO: REMOVAL AND 1.

GENERAL NOTES

/2

/2

IN

D

E X U

P D

A T

E D A

M D

F X -C

G I0

A M

D .d g n

/0

/2

IN

D

E X U

P D

A T

E D A

M D

X-###

X#

X-3##

X#

X-5##

X#

STEEL HANDRAIL

REQ'D 1 1/2" DIA GALV

L .A

U .A " L .A

U .A

1'-0" CLEAR

REQ'D 3/4" DIA ROD @ 1'-0" C/C (TYP)

REQ'D 2 1/2" X 3/8" BAR (TYP)

REQ'D 3/4" DIA ROD @ 1'-0" C/C (TYP)

REQ'D 3" X 7 3/8" BENT PLATE

FACE OF PIER

REQ'D 16" X 22" PLATFORM

TO PLATFORM LADDER

REQ'D ACCESS PLATFORM

PLATFORM LADDER

REQ'D FACE TO ACCESS

PLATFORM LADDER

REQ'D FACE TO ACCESS

1/4" X 1/8" GALV

REQ'D 19-W4 GRATING, 1

HANDRAIL

REQ'D 1 1/2" DIA STD PIPE

REQ'D WT 8X22.5

CONTINUOUS

BENT PLATE,

REQ'D 5 /12 X 3 X 3/8"

REQ'D W8X40 GATE ARM

REQ'D MC 8X20

REQ'D L 3 X 3 X 3/8

REQ'D L 3 X 3 X 3/8

REQ'D MC 8X20

REQ'D W8X40 GATE ARM

CONC PIER

GATE SWING

HINGE

REQ'D MC 8X20

GIRDER

BENT PLATES AT BOTTOM

REQ'D (2) 3" X 1'-1 1/8" X 3/8"

GIRDER

BENT PLATES AT TOP

REQ'D (2) 3" X 7 3/8" X 3/8"

REQ'D BENT PLATE

REQ'D BENT PLATE

4" TOE PLATE

REQ'D 1/4" X 6" X 1' -

REQ'D 16" X 22" PLATFORM

4" TOE PLATE

REQ'D 1/4" X 6" X 1' -

1" R. (TYP)

1/4" MIN EMBEDMENT

1/2" DIA EXP ANCHOR W/ 3

REQ'D 9/16" DIA HOLE FOR

1 1/4" X 1/8" GALV

REQ'D 19-W4 GRATING,

REQ'D 13/16" SLOT

2"

1/4" MIN EMBEDMENT

1/2" DIA EXP ANCHOR W/ 3

REQ'D 9/16" DIA HOLE FOR

1 1/4" X 1/8" GALV

REQ'D 19-W4 GRATING,

1 1/4" X 1/8" GALV

REQ'D 19-W4 GRATING, "4

"2 15'-5

"8

"8

"8

"8

4"

4"

4"

"4"

7" 8" 7"

1'-10"

"16

"16

" O

PEN

IN

G

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:03:44 PM 9/9/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

SC512

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

R O

S S

P L

A T F

O R

M D

E T

A

IL

S

3/16

3/16

A7

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

SCALE: 1 1/2" = 1' 1' 2'0 6"A1

SCALE: 1 1/2" = 1' 1' 2'0 6"SC512

A4 LADDER & PLATFORM PLAN

3/16

3/16

TYP

F1

SCALE: 6" = 1' 3"0 6"1-1/2"SC512

E7

F5

CONNECTION SECTION

F3

S-310

S-300

A4

S-310

S-300

A4

E9

SWING

SCALE: NTS

S-310

S-300

A4

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

FLOW

FLOW

WORK PLATFORM: GATE CLOSEDPIER TO ACCESS PLATFORM: GATE CLOSED

HANDRAIL CONNECTION: OPEN PLATFORM DETAIL: CLOSED

MC8X20 CONNECTION: OPEN

D1

SCALE: 3" = 1'

PLATFORM PLATE DETAIL

6"0 3" 1'X-###

X#

NOTE: GRATING NOT SHOWN FOR CLARITY

3/16

/0

/2

A D

D G

A T

E N

O T

E A

M D

F X S

C

A M

D .d g n

SIZE SHOWN

PLATE OPPOSITE THE HINGES. THE SAFETY GATE SHALL FIT THE OPENING

TORSION TYPE, SS SPRINGS HOUSED WITHIN A HINGE PIVOT AND A STRIKE

ASTM A513 STEEL AND SHALL BE HOT DIPPED GALVANIZED. IT SHALL HAVE 3

SAFETY GATE SHALL BE FABRICATED FROM ASTM A36, ASTM A569 OR NOTE:

SC512

F3

SC512

E7

SC512

F1

SC512

A1

SC512

A1

SC512

F5

SC512

F5

20'-0" 5'-0" 20'-0"5'-0" 5'-0" 20'-0"

SPAN#1 (52'-8 1/4")

SLUICEWAY WALKWAY

REQ'D SPILLWAY TO

GATE #9

REQ'D TAINTER

GATE #8

REQ'D TAINTER

GATE #7

REQ'D TAINTER

GATE #6

REQ'D TAINTER

CONCRETE WALL

EXISTING

25'- 0"

SEAL INSTALLATION, GATE #5

REQ'D RECOATING & SIDE

INSTALLATION, GATE #4

REQ'D RECOATING & SIDE SEAL

INSTALLATION, GATE #3

REQ'D RECOATING & SIDE SEAL

INSTALLATION, GATE #2

REQ'D RECOATING & SIDE SEAL

INSTALLATION, GATE #1

REQ'D RECOATING & SIDE SEAL

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

(OPTION 1)

REQ'D GUARD RAIL,

REPAIRED

ABUTMENT TO BE

REQ'D LIMESTONE

REPAIRED

ABUTMENT TO BE

REQ'D LIMESTONE

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:35:05 PM 9/9/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

S-101

L

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N L

O W

E R D

A M

E1

SCALE: 1/8" = 1'

N

0 8'4' 16'X-###

X#

A1

SCALE: 1/8" = 1'

N

0 8'4' 16'X-###

X#

PIER #9 PIER #8 PIER #7 PIER #6

PIER #5

49'-9"

53'-9"

PIER #4

PIER #3

PIER #2

PIER #1

REQUIRED PLAN VIEW - LEFT SPILLWAY & LOWER DAM

REQUIRED PLAN VIEW - LOWER DAM & ABUTMENT

R E

Q U

IR

E D S

IT

E W

O R

K

90'- 0"

REQ'D SIDE SEALS AND SIDE SEAL PLATES ON GATES #6 TO GATES #9 ARE NOT SHOWN FOR CLARITY.1.

NOTE:

P

R O

S S

F L

O W

F L O

W

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

/0

/2

R E

Q 'D R

A

IL

IN

G P

R

IN

T S A

M D

F X -L

S -1

A M

D .d g n

M A

T C

H L

IN

E S -1

MATCHLINE

MATCHLINE

1. SEE SD301 FOR LIMESTONE ABUTMENT REPAIRS.

NOTE:

X-###

X#

S-300

A4

S-300

EMBEDED IN CONCRETE PIER

EXISTING GUARD RAIL

IN CONCRETE

EXISTING TUBE RAILING LEFT

REQ'D GROUT TO FILL IN

FLUSH TO CONCRETE

EXISTING GUARD RAIL CUT

1/4" MIN EMBEDMENT

REQ'D (4) 1/2" DIA S.S. BOLT. 3

SLUICEWAY PIER

EXISTING CONCRETE

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

(4) 1/2" DIA HOLES

REQ'D 3/8" X 6" X 6" PLATE W/

(4) 1/2" DIA HOLES

REQ'D 3/8" X 6" X 6" PLATE W/

EXISTING SLUICEWAY PIER

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

REQ'D POST CONNECTION

LADDER.

OF PIER AS PLATFORM ACCESS

SAFETY GATE IS ON THE SAME SIDE

GATE FABRICATOR TO ENSURE

ONLY. COORDINATE WITH TAINTER

REQUIRED ON ONE SIDE OF PIER

REQ'D SAFETY GATE. SAFETY GATE

EXISTING SLUICEWAY PIER

LADDER.

OF PIER AS PLATFORM ACCESS

SAFETY GATE IS ON THE SAME SIDE

GATE FABRICATOR TO ENSURE

ONLY. COORDINATE WITH TAINTER

REQUIRED ON ONE SIDE OF PIER

REQ'D SAFETY GATE. SAFETY GATE

REQ'D POST CONNECTION

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

EXISTING SLUICEWAY PIER

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

REQ'D POST CONNECTION

EXISTING SLUICEWAY PIER

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

REQ'D POST CONNECTION

PIER ONLY

REQ'D SAFETY GATE, ON ONE SIDE OF

PIER ONLY

REQ'D SAFETY GATE. ON ONE SIDE OF

"4

"4 11"2

13"4

6"

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:17:47 PM 9/9/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

SB502

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N L

O W

E R D

A M

R O

S S

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

/0

/2

N E

W S

H E

E T A

M D

F X -L

S

B

A M

D .d g n

R E

Q 'D S

L U

IC

E W

A Y P

IE

R G

U A

R D R

A

IL

IN

G

F6

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

EXISTING POST BACKFILL

F1

SCALE: 3" = 1'

POST CONNECTION

6"0 3" 1'

F4

POST PLATE

SCALE: 3" = 1' 6"0 3" 1'SB502

A1

SCALE: 3/8" = 1' 4'0 2' 8' A3

SCALE: 3/8" = 1' 4'0 2' 8' A5

SCALE: 3/8" = 1' 4'0 2' 8' A8

SCALE: 3/8" = 1' 4'0 2' 8'

SLUICEWAY PLAN: PIER 7, 8 & 9 SLUICEWAY PLAN: PIER 6 SLUICEWAY PLAN: PIER 5 SLUICEWAY PLAN: PIER 2, 3, & 4

SAFTEY GATE TO BE DETERMINED IN FIELD BY C.O.R.

GUARD RAILING LAYOUT IS APPROX AND FINAL POSTION OF POSTS AND 3.

GUARD RAILING REQUIRED FOR PIER 1 THROUGH PIER 92.

SAFETY GATE REQUIRED FOR PIER 2 THROUGH PIER 91.

GENERAL SHEET NOTES

MIN EDGE DISTANCE

1/8SB502

BE REMOVED

EXISTING SPILLWAY NOT TO

BE REMOVED

EXISTING SPILLWAY NOT TO

TO BE REMOVED

CONCRETE SPILLWAY PIER

EXISTING REINFORCED

SEE NOTE 3

DEMO AND CONSTRUCTION,

TO BE SUPPORTED DURING

EXISTING UTILITY CONDUITS SEE NOTE 2

WALKWAY TO BE REMOVED,

EXISTING HANDRAIL &

TO BE REMOVED

CONCRETE SPILLWAY PIER

EXISTING REINFORCED

REMOVED

EXISTING NOSE PLATE TO BE

@ 5'-0" C/C TO BE REMOVED

STOPLOG SUPPORT 4 BRACE

EXISTING STEEL ROD

TO REMAIN

EMBEDDED IN OGEE SECTION

EXISTING 1 1/2" STD PIPE

STOPLOGS TO BE REMOVED

EXISTING 2X12 TIMBERS

REMAIN

EXISTING WALKWAY TO

BE REMOVED

EXISTING WALKWAY SPAN TO

BE REMOVED

EXISTING WALKWAY SPAN TO

BE NOTCHED OUT

EXISTING PIER CONCRETE TO

5'-0"

3'-0"

4'-0"1'-0" "8 31'-15'-0"

21'-0" +/-

7'-6""8 35'-2"8

53'-3

2'-0" "4 36'-4

"4 38'-4

12'-0"

1'-4"1'-4"1'-4"

7'-0"

"8 12'-27""8

72'-2

5'-0"

"8 13'-9

1'-6"

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg11:23:11 AM 9/4/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

SD300

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N L

O W

E R D

A M

D

E M

O

E X

IS

T

IN

G C

R O

S S S

E C

T

IO

N S

CREST LINE

C R

E S

T L

IN

A5

SCALE: 1/4" = 1' 0 4' 8'2'SD300

D1 SLUICEWAY PIER #9

A1

SCALE: 1/4" = 1' 0 4' 8'2'SD102

G2 SLUICEWAY PIER #9

SCALE: 1/4" = 1'

SPILLWAY

0 4' 8'2'

CREST LINE

C R

E S

T L

IN

E1

SCALE: 1/4" = 1' 0 4' 8'2'SD101

E7 SPILLWAY PIER #10 TO #14 DEMO (TYP)

CREST LINE

E4

SCALE: 1/2" = 1' 0 2' 4'1'SD300

G2 SPILLWAY PIER DMEO

'-6

" R

'-6

" R

4" R

R

EL. 699.70

EL. 707.78

EL. 711.62

EL. 716.95

EL. 699.28

EL. 698.48

P

R O

S S

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

SPILLWAY FLASHBOARD

E6

SCALE: 1 1/2" = 1' 1' 2'0 6"SD100

EL. 714.28

EL. 706.83

EL. 706.83

/0

/2

F X -L

S

D

A M

D .d g n

IN EXCESS OF 10,000 PSI.

EXISTING SPILLWAY AND PIER CONCRETE COMPRESSIVE STRENGTH MAY BE 5.

CONCRETE AS DEFINED IN SPEC SECTION 02 41 00.

REPLACED AS NECESSARY TO ENSURE PIER IS ANCHORED TO SOUND

SPILLWAY CONCRETE SHALL BE REMOVED TO SOUND CONCRETE AND 4.

BUT NOT THE POWER.

IT WOULD BE ACCEPTABLE FOR THE COMMUNICATION LINES TO BE DOWN,

POWER WILL NEED TO BE MAINTAINED FOR THE DURATION OF THE PROJECT.

FROM THE RIGHT ABUTMENT TO THE HOIST HOUSE. THE THREE PHASE

POWER AND (1) COMMUNICATION LINE FOR THE REMOTE SYSTEM, THAT RUN

THERE ARE (2) CONDUITS RANGING FROM 1" TO 1-1/2". (1) THREE PHASE 3.

L2 1/2 X 2 1/2X3/16 VERTICALS AND 1/2" WIRE ROPE.

LATERAL BRACING AND STEEL GRATING. EXISTING HANDRAIL CONSISTS OF

EXSITING WALKWAY CONSISTS OF 2 C15X33 SUPPORT CHANNELS, L3X3X1/4 2.

ELEVATIONS.

UPSTREAM SIDE OF THE SPILLWAY DUE TO LOW DOWNSTREAM WATER

IT IS ANTICIPATED THAT ALL CONSTUCTION WILL TAKE PLACE FROM THE 1.

GENERAL SHEET NOTES

U P

D A

T E N

O T

E

A M

D

SD300

E4

SD300

E4

SD300

A5

SD300

"2

ABUTMENT

CONCRETE PIER OR

EDGE OF REQ'D

AND BASE PLATE, SEE NOTE 1

REQ'D S.S. STOPLOG GUIDE

SEE NOTE 4

SEE NOTE 1

REQ'D S.S. SILL PLATE BETWEEN GUIDES,

CREST LINE

JOINT

CONCRETE SPILLWAY

REQ'D BRIDGE GIRDER

REQ'D S.S. STOPLOG GUIDE

REQ'D S.S. BASE PLATE

GALV PIPE, TO BE FILLED WITH GROUT

EXISTING 1 1/2" DIA X 1'-3" LONG, STD

REQ'D S.S. STOPLOG GUIDE

EXISTING PIPE INSERTS

STOPLOGS, CENTERED OVER

REQ'D COMPOSITE

EXISTING STEEL L 4X4X3/8"

ALL 4 CORNERS

REQ'D SIDE SEAL TYP

REQ'D LIFTING BARS

6"

RECESS

EXISTING STOPLOG

REQ'D INVERT SEAL

STEEL STOPLOGS

REQ'D GALVANIZED

STOPLOG

REQ'D GALVANIZED STEEL

EXISTING CONCRETE

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg10:01:42 AM 9/2/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

SS502

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y J

U L

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N L

O W

E R D

A M

R E

Q 'D T

Y P

IC

A L S

T O

P L

O G D

E T

A

IL

R O

S S

A7

SCALE: 1 1/2" = 1' 1' 2'0 6"S-100

SCALE: 6" = 1' 3"0 6"1-1/2"SS502

D6

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

N

STOPLOG SPILLWAY SECTIONBASE PLATE CONNECTION

POSITIVE BEARING OF BASE PLATE ON CONCRETE SPILLWAY.

BASE PLATE TO BE SHIMMED AS NECESSARY TO ENSURE1.

NOTE:

SPILLWAY STOPLOG PLAN

20'-0" EDGE TO EDGE OF PIER FACE

SCALE: 1 1/2" = 1'

SLUICEWAY STOPLOG

1' 2'0 6"

C1

SLUICEWAY STOPLOG SECTION

SCALE: NTS

LIFTING

/2

/2

F X -L

S

S

A M

D .d g n

ABOVE SILL.

PROVIDE STOPLOGS FOR TWO SLUICEWAY BAYS TOTAL. STOPLOGS SHALL EXTEND TO 14'

STOPLOG RECESSES AT APPLETON UPPER ARE OF IDENTICAL DEPTH, WIDTH AND SPACING. 2.

ARMY CORPS OF ENGINEERS AT 2619 E. CAPITOL DR. APPLETON, WI.

AFTER COMPLETION OF ALL SLUICEWAY WORK STOPLOGS ARE TO BE DELIVERED TO U.S. 1.

NOTE:

PROVIDE 1 LIFTING BEAM TO BE USED AT BOTH DAMS.1.

NOTE:

A D

D N

O T

E

T O F

N

O T

E T

O A

A

M D

/0

/2

U P

D A

T E D

E T

A

IL

S A

M D

SEE SPEC SECTION 35 20 14 FOR SLUICEWAY STOPLOG REQUIREMENTS.7.

WELDED S.S. CONNECTIONS SHALL CONFORM TO A.W.S D1.6.6.

REQUIREMENTS.

SEE SPEC SECTION 35 20 15 FOR SPILLWAY STOPLOG AND STOPLOG GUIDE 5.

SIZED SUCH THAT THE WEIGHT OF STOPLOGS DOES NOT EXCEED 800 LBS.

SPILLWAY STOPLOG GUIDES SHALL BE SPACED AND STOPLOGS SHALL BE 4.

DESIGN COMPRESSIVE STRENGTH OF NEW PIERS IS 4,000 PSI.3.

BE 3,000 PSI FOR DESIGN OF ANCHORS.

ABUTMENT MAY BE IN EXCESS OF 10,000 PSI BUT SHOULD BE ASSUMED TO

COMPRESSIVE STRENGTH OF EXISTING SPILLWAY AND EXISTING CONCRETE 2.

CLOSURE AT THE PIERS OR ABUTMENTS.

TO THE STONE ABUTMENT. GROUT MAY BE USED TO ENSURE POSITIVE

ANCHORED TO THE CONCRETE. STOPLOG GUIDES SHALL NOT BE ATTACHED

GUIDES ADJACENT TO CONCRETE PIERS OR CONCRETE ABUTMENT MAY BE

SPILLWAY AS RECOMMENDED BY THE STOPLOG MANUFACTURER. STOPLOG

SILL PLATE AND STOPLOG GUIDE BASE PLATES TO BE ANCHORED TO THE 1.

GENERAL SHEET NOTES

SS512

C1

SS512

/ MANUAL SCALING (TYP)

DETERMINED VIA MECHANICAL

REQ'D COMPETENT ROCK

(DEPICTION ONLY)

REQ'D LIMITS OF VOID, TYP

EXISTING BEDROCK

IMMEDIATELY

20'-0" LIMIT NOTIFY THE COR

PAST THE

IF ANY DEPRESSION EXTENDS

722.07

TO A MINIMUM ELEVATION

STRUCTURAL CONCRETE UP

BE BACKFILLED WITH

REQ'D ALL DEPRESSIONS TO

TO BE PROTECTED AT ALL TIMES

EXISTING KEY APPROX 3FT DEEP

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:45:07 AM 9/2/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

CG310

U

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y J

U L

Y

B

M E

L B

Y

T S

M

P L E

T O

N U

P P

E R D

A M

A4

SCALE: 1/4" = 1' 0 4' 8'2'X-###

X#

M

D E

S J

A R

D

IN

S

R E

Q 'D D

E P

R E

S S

IO

N R

E P

A

IR

S P

R O

S S

TYPICAL REPAIR OF DEPRESSIONS

/0

/2

A D

D N

O T

E A

M D

F X -U

C

G

A M

D .d g n

EL. 738.9

EL. 734.57

EL. 724.07 EL. 724.07

EL. 726.07

EL. 744.24

20'-0"

NOTE: APPROX VOLUME OF 100 CYD FOR BEDROCK REPAIR

54'-0" 54'-3"

SPAN#1 (55'-8 1/4")

SLUICEWAY WALKWAY

REQ'D SPILLWAY TO

OF 7 SPANS (#2 TO #8 @ 53'-11 1/4")

REQ'D SPILLWAY WALKWAY SPAN (TYP

GATE #8

REQ'D TAINTER

GATE #7

REQ'D TAINTER

GATE #6

REQ'D TAINTER

GATE #5

REQ'D TAINTER

GATE #4

REQ'D TAINTER

GATE #3

REQ'D TAINTER

GATE #2

REQ'D TAINTER

GATE #1

REQ'D TAINTER

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

(OPTION 2)

REQ'D GUARD RAIL

CONCRETE PIER #11

REQ'D REINFORCED CONCRETE PIER #10

REQ'D REINFORCED

52'-9"3'-0"51'-0"3'-0"

"4 155'-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

®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

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:30:04 PM 9/9/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

S-111

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N U

P P

E R D

A M

PIER #11 PIER #10

PIER #9 PIER #8

PIER #7 PIER #6 PIER #5 PIER #4 PIER #3 PIER #2 PIER #1

54'-0"

A1

SCALE: 1/8" = 1' 0 8'4' 16'

N

F L

O W

F L

O W

N

0 8'4' 16'SCALE: 1/8" = 1'

E1

R E

Q U

IR

E D S

IT

E W

O R

K

REQ'D PLAN VIEW - LEFT SPILLWAY & APPLETON UPPER DAM

REQ'D PLAN VIEW - APPLETON UPPER DAM

NOTE: REQ'D SIDE SEAL PLATES NOT SHOW FOR CLAIRTY (TYPICAL ALL GATES)

NOTE: REQ'D SIDE SEAL PLATES NOT SHOW FOR CLAIRTY (TYPICAL ALL GATES)

P

R O

S S

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

/0

/2

R E

Q 'D R

A

IL

IN

G P

R

IN

T S A

M D

F X -U

S -1

A M

D .d g n

M A

T C

H L

IN

E

M A

T C

H L

IN

E

M A

T C

H L

IN

E S -1

51'-0"

S-310

A4

S-310

EMBEDED IN CONCRETE PIER

EXISTING GUARD RAIL

IN CONCRETE

EXISTING TUBE RAILING LEFT

REQ'D GROUT TO FILL IN

FLUSH TO CONCRETE

EXISTING GUARD RAIL CUT

(4) 1/2" DIA HOLES

REQ'D 3/8" X 6" X 6" PLATE W/

(4) 1/2" DIA HOLES

REQ'D 3/8" X 6" X 6" PLATE W/

1/4" MIN EMBEDMENT

REQ'D (4) 1/2" DIA S.S. BOLT. 3

SLUICEWAY PIER

EXISTING CONCRETE

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

GUARD RAIL

REQ'D 2" DIA SCH# 40, GALV

REQ'D POST CONNECTION

EXISTING SLUICEWAY PIER

PLATFORM ACCESS LADDER.

GATE IS ON THE SAME SIDE OF PIER AS

TAINTER GATE FABRICATOR TO ENSURE SAFETY

ON ONE SIDE OF PIER ONLY. COORDINATE WITH

REQ'D SAFETY GATE. SAFETY GATE REQUIRED

"4 11 "2

13 "4

6"

"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

®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

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:18:17 PM 9/9/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

SB512

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

P

R O

S S

W P

B

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y J

U L

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N U

P P

E R D

A8

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

X -U

S

B

A M

D .d g n

EXISTING POST BACKFILL

POST PLATE

SCALE: 3" = 1' 6"0 3" 1'SB512

C8

POST CONNECTION

SCALE: 1/2" = 1'

TYPICAL SLUICEWAY PLAN

0 2' 4'1'

SAFTEY GATE TO BE DETERMINED IN FIELD BY C.O.R.

GUARD RAILING LAYOUT IS APPROX AND FINAL POSTION OF POSTS AND 3.

GUARD RAILING REQUIRED FOR PIER 1 THROUGH PIER 92.

SAFETY GATE REQUIRED FOR PIER 2 THROUGH PIER 91.

GENERAL SHEET NOTES

/0

/2

N E

W S

H E

E T A

M D

R E

Q 'D S

L U

IC

E W

A Y P

IE

R G

U A

R D R

A

IL

IN

G

1/8

MIN EDGE DISTANCE

SB512

2'-0""4 34'-8 4'-11" +/-

1'-9"

1'-6" 1'-6"

17'-9"

7" 3'-5"

4'-0"

3'-6" +/-

6'-11" +/-

BE REMOVED

EXISTING SPILLWAY NOT TO

BE REMOVED

EXISTING SPILLWAY NOT TO

TO BE REMOVED

CONCRETE SPILLWAY PIER

EXISTING REINFORCED

SEE NOTE 3

DEMO AND CONSTRUCTION,

TO BE SUPPORTED DURING

EXISTING UTILITY CONDUITS

SEE NOTE 2

WALKWAY TO BE REMOVED,

EXISTING HANDRAIL &

TO BE REMOVED

CONCRETE SPILLWAY PIER

EXISTING REINFORCED

REMOVED

EXISTING NOSE PLATE TO BE

APPROX 4'-0" X 1'-6" X 2"

SAWCUT AS NEEDED.

EXISTING SLUICEWAY TO BE

BE REMOVED

EXISTING WALKWAY SPAN TO

REMAIN

EXISTING WALKWAY TO

NEW SPAN GIRDERS

ABUTMENT NOTCH OUT FOR

EXISTING CONCRETE

1'-4"

4'-0"

11'-10"16'-2"

11'-2"5'-0"

5'-0"

2'-0"4'-1"1'-3"

3'-0"

4'-0"

"2 11'-3

6'-6"

1'-0"

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:14:13 PM 9/4/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

D

SD310

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

A P

P L E

T O

N U

P P

E R D

A M

D

E M

O

E X

IS

T

IN

G C

R O

S S S

E C

T

IO

N S

' R

2'- 2" R

CREST LINE

M

IN

" R

'-0

" R

M

IN M

IN

C R

E S

T L

IN

E

SCALE: 1/4" = 1' 0 4' 8'2'SD310

D1 SLUICEWAY PIER #9

A1

SCALE: 1/4" = 1' 0 4' 8'2'SD111

G7 SLUICEWAY PIER #9

SCALE: 1/4" = 1'

SPILLWAY

0 4' 8'2'

CREST LINE

C R

E S

T L

IN

SCALE: 1/4" = 1' 0 4' 8'2'SD110

G6 SPILLWAY PIER #10 TO #17 DEMO (TYP)

E4

SCALE: 1/2" = 1' 0 2' 4'1'SD310

E1 SPILLWAY PIER DMEO

SCALE: 1/4" = 1' 0 4' 8'2'SD110

G2

P

R O

S S

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

LEFT ABUTMENT

/0

/2

U P

D A

T E N

O T

E A

M D

F X -U

S

D

A M

D .d g n

IN EXCESS OF 10,000 PSI.

EXISTING SPILLWAY AND PIER CONCRETE COMPRESSIVE STRENGTH MAY BE 5.

CONCRETE. SOUND CONCRETE PER SPEC SECTION 02 41 00.

REPLACED AS NECESSARY TO ENSURE PIER IS ANCHORED TO SOUND

SPILLWAY CONCRETE SHALL BE REMOVED TO SOUND CONCRETE AND 4.

LINES TO BE DOWN, BUT NOT THE POWER.

OF THE PROJECT. IT WOULD BE ACCEPTABLE FOR THE COMMUNICATION

FROM RIVER RIGHT AND WILL NEED TO BE MAINTAINED FOR THE DURATION

AND (1) COMMUNICATION LINE. THE THREE PHASE POWER IS SUPPLIED

THERE ARE (2) CONDUITS RANGING FROM 1" TO 1-1/2". (1) 110V FOR LIGHTS 3.

L2 1/2 X 2 1/2X3/16 VERTICALS AND 1/2" WIRE ROPE.

LATERAL BRACING AND STEEL GRATING. EXISTING HANDRAIL CONSISTS OF

EXSITING WALKWAY CONSISTS OF 2 C15X33 SUPPORT CHANNELS, L3X3X1/4 2.

DOWNSTREAM WATER ELEVATIONS.

WILL TAKE PLACE FROM THE UPSTREAM SIDE OF THE SPILLWAY DUE TO LOW

VARY FROM ____ TO ____ FEET. IT IS ANTICIPATED THAT ALL CONSTUCTION

HEADWATER DEPTHS IMMEDIATELEY UPSTREAM OF SPILLWAY CREST MAY 1.

GENERAL SHEET NOTES

EL. 744.24

EL. 738.9

EL. 734.57

EL. 724.07

EL. 726.07

EL. 724.07

EL. 741.07

EL. 736.17

EL. 736.17

EL. 741.07

SD310

E4

SD310

E4

SD310

A5

SD310

2" 4" 4" 2"

6"

1'-0"

REQ'D 4" DIA HOLE

REQ'D SKIN PLATE

PLATE

11 1/2" X 1'-0"

REQ'D 1/2" X

2"

4"

.6

0.40"

.7

REQ'D 1.44" DIA

REQ'D 1.36" DIA

"4

"2

"4

"4 12 "4

STEEL COTTER PIN

DIA FOR 1/4" STAINLESS

DRILL THROUGH 9/32"

1.25"

REQ'D FLANGE OF C8

HOLE - 7 PER L (TYP)

REQ'D 15/16" DIA

REQ'D (2) L5X5X1/2

REQ'D (2) L5X5X1/2

REQ'D 1/2" PIN PLATE

REQ'D 1/2" PIN PLATE

EACH SIDE

REQ'D 1/2" PIN PLATE

REQ'D (2) L5X5X1/2 GR 50

REQ'D 7/8" DIA A325 BOLT

BOLT

HOLE FOR 7/8" DIA

REQ'D 15/16" DIA

REQ'D 2 1/4" R

REQ'D 1.36" DIA

REQ'D GRIND 1/2" RADIUS

REQ'D 4" R.

END PLATE

REQ'D 9/16" STRUT

REQ'D W8X40

PLATE

REQ'D 9/16" SPLICE

& 1 1/8" HOLES IN STRUT END PLATE

REQ'D 1 1/4" DIA HOLES IN SPLICE PLATE

REQ'D W8X40

2' R.

REQ'D HUB

REQ'D 3/8" PLATE

REQ'D 9/16" PLATE

REQ'D 9/16" PLATE

1" "4

"4 11"4

312"

30°

1""4

2" "4

F3125 BOLTS

REQ'D 1" DIA

AISI 4140

NUT, ALL MATERIAL PROPERTIES

1.25" DIA X 7.0" W/ ALL STEEL LOCK

TYP

REQ'D 1"R

BOLTS

F3125, A325

REQ'D 3/4" DIA

"4

1'-0"

"4

"16

"16

"16

"2

3"

3"

"21

"21

"41

2'-1

"41

"41 1'-

"2

"2

"4

'-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

®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

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:38:17 PM 9/8/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

SC511

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IN

T E

R G

A T

E D

E T

A

IL

R O

S S

R. 4 1/2" R . 4 /2

E5

SCALE: 3" = 1' 6"0 3" 1'

TEMP LIFTING LUG

SC210

A1

R . 1 .0 0"

R .2

SCALE: 3" = 1' 6"0 3" 1'SC210

A1 CONNECTING LINKS

NOTE: GATE ATTACHMENT FOR WIRE ROPE. GR 50, QTY 4 PER GATE.

1.30" SHOULDER

SCALE: 3" = 1' 6"0 3" 1'

GATE LUG CONNECTOR

C L

U G W

T S

T E

M L

L

BEYOND

STIFFENER

C HOLE &

T O

P O

F G

A T

E

LC

L

U G H

O L E

LC 1.36" DIA HOLE

LC LUG, (2) L'S & WT BEYOND

LC PIN

CLEAR

TYP

A7

SCALE: 6" = 1' 3"0 6"1-1/2"SC210

SCALE: 6" = 1' 3"0 6"1-1/2"SC511

C4

A2

PIN PLATE

A4 GATE LUG PLANGATE LUG ELEVATION

GATE LUG SECTION

CJP

CJP

CJP

CJP

CJP

E1

GUSSET PLATE

SCALE: 1 1/2" = 1' 1' 2'0 6"X-###

X#

SCALE: 3" = 1' 6"0 3" 1'SC511

E1 STRUT PLATE SECTION

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

J

U L

Y

1. BOLTED STRUT END PLATE CONNECTION IS SLIP CRITICAL. PRIME SURFACE WITH CLASS A PRIMER.

NOTE:

1/4

SEE NOTE 1

RECOMMENDED INTERFERENCE FIT TO BE SHOWN ON SHOP DRAWINGS.

1. TOLERANCE OF HUB TO BE COORDINATED WITH BEARING MANUFACTURER.

NOTE:

/2

/2

F X S

C

A M

D .d g n

/0

/2

H U

B I .D

U P

D A

T E A

M D

H U

B O .D

D

IM

U

P D

A T

E A

M D

SC511

C4

SC511

C4

SC511

A4

SC511

A2

SC511

MK, M-501-1

MK, M-501-5

MK, M-501-3

MK, M-501-2

MK, M-501-6

MK, M-501-4

(SEE NOTE 1)

CHAMFER

3-1/2"-12 UNC 2A THREAD

3-1/2"-12 UNC 2B THREAD

(FOR EXISTING KEEPER)

REF. MK. M-501-6

(BOTH ENDS)

GENERAL NOTE 4

(WELDED TO EXISTING YOKE)

EXISTING KEEPER PLATE

EXISTING TRUNNION YOKE

BEARING SEE SPECS

SELF-LUBRICATED SLEEVE

"8

"16

MK, M-501-7

D

IA

"2

"4

"4

3.44"

.3

D

IA

1"

.50"

2.50"

.0

D

IA

4"

D

IA

.0

D

IA

"8 13'-1

"8 12'-7 "8

31 "8

.0

D

IA

.5

IA

1 1/2" 5"

D

IA

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg11:07:12 AM 9/10/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

M-500

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

P

R O

S S

W P

B

CERTIFIED FINAL - READY TO ADVERTISE

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y J

U L

Y

A1

TRUNNION PIN & BEARING DETAIL

SCALE: 3" = 1' 6"0 3" 1'S-300

D5

MANUFACTURER & MUST BE SHOWN ON SHOP DRAWINGS.

TO HOUSING IS TO BE PROVIDED BY SELECTED BEARING

1. RECOMMENDED CLEARANCE FOR PIN TO BEARING & BEARING

NOTE:

A6

SLEEVE BEARING

SCALE: 3" = 1' 6"0 3" 1' A8

SCALE: 6" = 1'

KEEPER BAR

3"0 6"1-1/2"

6"0 3" 1'SCALE: 3" = 1'

C6

1. ALL DIMENSIONS SHALL BE IN ACCORDANCE WITH ASME B18.2.2

NOTE:

NUT

LARGE WASHER

SMALL WASHER

SCALE: 3" = 1' 6"0 3" 1'E4

FORGED TRUNNION PIN

SCALE: 3" = 1' 6"0 3" 1'

R E

Q 'D M

E C

H A

N

IC

A L D

E T

A

IL

S

A P

P L E

T O

N L

O W

E R U

P P

E R D

S-310

A

S /J

E F /B

M E

L B

Y

J E

F

B F

M

PROVIDE 3/4"-10 UNC 2B TAPPED HOLES IN EACH END OF PIN FOR HANDLING PURPOSES. DEPTH TO BE 2".4.

COORDINATE PIN TOLERANCE WITH MANUFACTURER OF BEARING TO ENSURE THAT PROPER RUNNING CLEARANCES ARE ACHIEVED.3.

FINISH ON RUNNING SURFACE TO BE IN ACCORDANCE WITH BEARING MANUFACTURER'S RECOMMENDATIONS.2.

FINISH ALL OVER1.

NOTE:

REWORK REQUIREMENTS.

SECTION 05 50 13 FOR DETAILS REGARDING TRUNNION YOKE INSPECTION &

FOR POSSIBLE WEAR IN THE ORIGINAL YOKE PLATEWORK. SEE SPEC

CONTRACT. THE NEW PINS HAVE BEEN OVERSIZED BY 3/32" TO ACCOUNT

THE TRUNNION YOKES ARE NOT BEING REPLACED AS PART OF THIS 4.

SURFACES DIMENSIONED FRACTIONALLY ARE +/- 1/64"

DIMENSIONS SHOWN WITH 2 DECIMAL PLACES (.XX) ARE +/- .010". MACHINED 3.

SAME TRUNNION DESIGN.

(8 AT UPPER APPLETON & 4 AT LOWER APPLETON). ALL GATES HAVE THE

QUANTITIES SHOWN ON THIS DWG ARE FOR 12 GATES. 2.

ALL MACHINING , UNLESS SHOWN OTHERWISE.1.

GENERAL SHEET NOTES

/2

/2

U P

D A

T E T

O H

U B A

M D

F X

M -5

A M

D .d g n

/1

/2

U P

D A

T E T

O H

U B A

M D

BETWEEN THE WASHER & THE HUB ARE TO BE PAINTED IN ACCORDANCE WITH THE SPECIFICATIONS.

A MINIMUM LENGTH OF 4 INCHES ARE TO BE USED & THE WELDS ARE TO BE SPACED EVENLY ABOUT THE CIRCUMFERENCE OF THE HUB. THE SURFACE

1. BEVEL STAINLESS STEEL WASHER AS SHOWN & WELD TO THE HUB. WELDS ARE TO BE OF THE SIZE INDICATED. A MINIMUM OF (4) WELDS EACH HAVING

NOTE:

2. SIDE OF MK. M-501-7 THAT RIDES AGAINST COATING TO HAVE 16 RA SURFACE FINISH

1. COAT ONE SIDE OF MK, M-501-2 WITH 0.020" THICKNESS OF KARON V OR APPROVED EQUAL

NOTE:

19'-10 1/2" O/O HUB

20' (PIER TO PIER)

S E

E N

O T

E

S E

E N

O T

E

MAKE: 48

MK: M-501-5

UNIT WEIGHT:

MATERIAL: BRONZE (SEE SPEC)

MAKE: 24

MK: M-501-6

UNIT WEIGHT:

MATERIAL: AISI TYPE 1018

MAKE: 24

MK: M-501-4

UNIT WEIGHT:

MATERIAL: ASTM A276, TYPE 304 S.S.

MAKE: 24

MK: M-501-2

UNIT WEIGHT:

MATERIAL: ASTM B584-C95400

9" DIA

MAKE: 24

MK: M-501-3

UNIT WEIGHT:

MATERIAL: ASTM B584-C95400

SEE NOTE 2

R . 1/16" T

Y P

MAKE: 24

MK: M-501-1

UNIT WEIGHT:

MATERIAL: ASTM A564-20 TYPE 630, COND. H1150 (17-4 PH) - FORGED

G E

N E

R A

L N

O T

E

G E

N E

R A

L N

O T

E

1/4" NUT (TYP)

TIGHTENING

AFTER

N O

T E

NOTE 4

1'-0" DIA

/8 " D

IA

/8 " D

IA

1/8"

NOTE 1

MAKE: 24

MK: M-501-7

UNIT WEIGHT:

MATERIAL: ASTM A564, COND. 1025 (17-4 PH)

REQ'D 3/8" SKIN PLATE

REQ'D WT8X22.5

LINE OF SYMMETRYREQ'D 2" DIA WEEP HOLES @ 2'-0" C/C

REQ'D W21X93

OF PIER

EXISTING FACE

CL REQ'D STRUT

REQ'D W8X40

REQ'D HUB

(PLACEHOLDER)

AFTER GATE IS IN FINAL POSITION

REMOVE PLATE & REPLACE BOLTS

REQ'D TEMPORARY LIFTING LUG,

REQ'D WT8X22.5

REQ'D W21X93

REQ'D CABLE LUG

REQ'D GATE LUG

REQ'D GATE LUG

REQ'D TEMPORARY LIFTING LUG

REQ'D GUSSET PLATE

"4

"8

1'-0 1/8"

OF PIER

EXISTING FACE

REQ'D HUBREQ'D STRUT

"4

REQ'D WASHER

"2

"2

7" 1'-2" "2 11'-2 2'-0" 2'-0" 2'-0" 1'-0"

"8 11'-

"2 19'-11

1'-0"2'-0"

"2 15'-11

19'-11"

"2 15'-11

7" "2 11'-2 "2

11'-2 "2 11'-11 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" "2

11'-11 "2 11'-2 "2

11'-2 7"

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

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:33:45 PM 9/10/2020

...\Active Projects\OM-Fox River, WI (484597) - FY20 U&L Appleton Dams Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

SC210

E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

D E

T R

O

IT

D

IS

T R

IC

T

W P

B

S L

U

IC

E W

A Y S

P

IL

L W

A Y R

E P

A

IR

S

F Y F

O X R

IV

E R A

P P

L E

T O

N U

P P

E R L

O W

E R

A P

P L E

T O

N

W I

O U

T A

G A

M

IE

C

O U

N T

Y

B

M E

L B

Y

H

C A

L A

P P I

T S

M

IT

H

T A

IN

T E

R G

A

Q 'D E

L E

V A

T

IO

N S

MT 100%

1/4

A1

SCALE: 3/4" = 1' 2'0 1' 4' A7

SECTION

SCALE: 3/4" = 1' 2'0 1' 4'S-301

E7TAINTER GATE ELEVATION

1/16" RADIUS PRIOR TO PAINTING.

BREAK ALL SQUARE EDGES & HOLES OTHER THAN BOLT HOLES & GRIND TO 3.

WORK SHOWN ON THIS SHEET IS INCUDED IN THE BASE CONTRACT2.

EVERYTHING IS REQ'D UNLESS NOTED OTHERWISE.1.

GENERAL SHEET NOTES

OF SKIN PLATE

PIER TO EDGE

EDGE OF CONC

P

R O

S S

S-310

S-300

D8

CL HUB

CL WEB

CL W8X40

DETAIL

6"0 3" 1'SC210

A7

CERTIFIED FINAL - READY TO ADVERTISE

J

U L

Y

/1

/2

D E

T A

IL

U

P D

A T

E A

M D

F X S

C

A M

D .d g n

GIRDER ONLY

CL WEEP HOLES TOP

BOTTOM GIRDER ONLY

CL WEEP HOLES

OUTSIDE OF STEEL

ARM

GATE

CL

ARM

GATE

CL

SC510

F4

SC210

A1

SC511

E5

SC511

E7

SC511

A7

SC210

F4

M-500