20190906_Drawings_Soo_Locks_Steamplant_Amendment_0002.pdf

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%PRODUCTION DATA 4%%PRODUCTION DATA 3%%PRODUCTION DATA 2%

%PRODUCTION DATA 1%

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REINFORCEMENT SHALL NOT BE CONTINUOUS ACROSS EXPANSION JOINTS.

6. REINFORCEMENT SHALL BE CONTINUOUS ACROSS CONSTRUCTION JOINTS.

5. REINFORCEMENT SHALL BE CONTINUOUS AT CORNERS

ALL OTHER CONDITIONS: 1 ½”D.

TOP BARS OF CONCRETE MATS AT GRADE: 3”C.

TO WEATHER: 3”

CONCRETE SURFACES PERMANENTLY IN CONTACT WITH OIL OR EXPOSED B.

CONCRETE CAST AGAINST EARTH OR OTHER SURFACE NOT FORMED: 3”A.

EXCEPT AS OTHERWISE INDICATED SHALL BE:

MINIMUM CLEAR COVER TO THE NEAREST SURFACE FOR REINFORCEMENT 4.

REINFORCEMENT PLACEMENT AND DETAILING SHALL CONFORM TO ACI 3183.

SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE

REINFORCING BAR DESIGNATION NUMBERS CONFORM TO THE NUMBERING 2.

REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 601.

REINFORCEMENT NOTES:

BETWEEN POURS.

WHERE ADJACENT CONCRETE PLACEMENT OCCUR USE A BONDING AGENT 6.

SHOWN, OR REF TO SPECIFICATIONS.

AS SHOWN ON THE DESIGN DRAWINGS. PROVIDE SAW CUT CONTROL JOINTS AS

PROVIDE ISOLATION AND CONSTRUCTION JOINTS IN CONCRETE SLABS ON GRADE 5.

OTHERWISE.

ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED ¾” UNLESS NOTED 4.

PLACEMENT.

AND MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE

ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED ACCURATELY POSITIONED 3.

CONCRETE, MASONRY, OR STEEL VERTICAL SURFACES.

PROVIDE ½” THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT 2.

SHALL BE IN ACCORDANCE WITH ACI 318.

CONCRETE (ACI 301). ALL CONCRETE DESIGN PERFORMED BY THE CONTRACTOR

OF THE AMERICAN CONCRETE INSTITUTE (ACI) SPECIFICATIONS FOR STRUCTURAL

ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS 1.

CONCRETE NOTES:

UNLESS OTHERWISE NOTED.

TO OR SMOOTHER THAN THE MILL FINISH OF THE MATERIAL BEING WELDED,

ALL WELDS THAT ARE TO BE GROUND SHALL HAVE A FINISHED SURFACE EQUAL 6.

APPROVAL.

SHOWN ON THE SHOP DRAWINGS AND SUBMITTED BY THE CONTRACTOR FOR

ONLY SIZE AND TYPE OF WELDS REQUIRED. DETAILED INFORMATION SHALL BE

WELDING SYMBOLS SHOWN ARE THOSE ADOPTED BY THE AWS AND INDICATE 4.

OTHERWISE NOTED.

DETAILED OTHERWISE. FIELD CONNECTIONS SHALL BE BOLTED UNLESS

SHOP CONNECTIONS MAY BE WELDED OR BOLTED UNLESS SPECIFICALLY 3.

REINFORCING WIRE MESH: ASTM A185I.

HANDRAIL POSTS & RAILS: ASTM A53 GRADE B (GALV.)H.

STEEL PIPE: ASTM A53 GRADE BG.

WASHERS: ASTM F436F.

NUTS: ASTM A563E.

HIGH STRENGTH BOLTS: ASTM F3125 D.

ANCHOR BOLTS: THREADED ROD ASTM A1554, GRADE 55 C.

HOT ROLLED PLATES, ANGLES & CHANNELS: ASTM A36B.

WIDE FLANGE & WT SHAPES: ASTM A992A.

MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS:2.

THE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH 1.

STRUCTURAL STEEL NOTES:

THE DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

SIMILARITY OF A CONSTRUCTION CONDITIONS TO ANOTHER CONDITION WHERE

APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE

WHERE THE NATURE OF THE CONSTRUCTION REQUIRES THEIR USE. DETERMINE

SPECIFICALLY INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES

DETAILS ENTITLED OR NOTED AS “TYPICAL” APPLY NOT ONLY WHERE 2.

AFFECTED.

CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE

REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE 1.

GENERAL STRUCTURAL NOTES:

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LOCATION PRIOR TO INSTALLATION.

1" MIN. COORDINATE WITH SOO LOCK PERSONNEL REGARDING EXACT

MOUNTING HOLES 0.25" MIN. FROM ROUNDED CORNER. LETTER HEIGHT IS

THE VERTICAL FACE OF THE SOUTH WALL, AS SHOWN ON S-502/C6. OFFEST

PROVIDE A 14"X10" (LENGTH X HEIGHT) ALUMINUM LOAD RATING SIGN ON 1.

LOAD RATING SIGN

DATUM, 1955)

ELEVATIONS SHOWN REFER TO IGLD 1955 (INTERNATIONAL GREAT LAKES 1.

SURVEY

FILED VERIFY THIS DIMENSION.

MATCH EXISTING GUTTER DEPTH IN CABLE GALLARY. CONTRACTOR SHALL

TRENCH GUTTER THICKNESS IS 2" DEEP. TUNNEL GUTTER DEPTH SHALL 2.

C6. TUNNEL GUTTER SHALL SLOPE TOWARDS THE CABLE GALLARY.

DRAINAGE THROUGH A DOWNSPOUT INTO THE TUNNEL IS SHOWN ON S-502

TRENCH GUTTER SHALL SLOPE TOWARDS THE VERICAL TRANSITION. 1.

GUTTER

STAMPED BY A LICENSED PROFESSIONAL ENGINEER.

WATER TIGHT SEALING SURFACE. THE BULKHEAD DESIGN SHALL BE

HINGED DOOR THAT IS CAPABLE OF BEING SWUNG SHUT TIGHT FOR A

SEE SHEET S-302-A1. THIS BULKHEAD SHALL CONSIST OF PANELS AND A

FABRICATING A STEEL BULKHEAD TO BE INSTALLED IN THE NEW TUNNEL.

THE CONTRACTOR IS RESPOSIBLE FOR DESIGNING, DETAILING AND 1.

BULKHEAD NOTE:

LICSENCED PROFESSIONAL ENGINEER.

BACKFILL DURING EXCAVATION SHALL BE DESIGNED AND STAMPED BY A

SHEETPILING, TEMPORARY SHORING OR OTHER MEANS OF BRACING 6.

ACCORDANCE WITH EM 385-1-1.

THE CONTRACTOR SHALL PROTECT TUNNEL AND TRENCH SLOPES IN 5.

COMPACT IN 6”LAYERS TO 100% OF MAXIMUM DENSITY.

4. BACKFILL UNDER AND ADJACENT TUNNEL FOOTING AND FLOOR SLAB,

DENSITY

3. AGGREGATE BASE: COMPACT IN SINGLE LAYER TO 98% OF MAXIMUM

2. ELEVATION: COMPACT IN 9”LAYERS TO 95% OF MAXIMUM DENSITY

GRANULAR SOIL MATERIALS USED AS BACKFILL ABOVE TOP OF FOOTING1.

COMPACTION REQUIREMENTS:

MANUFACTURER’S INSTRUCTIONS.

MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE

BETWEEN THE CONCRETE AND SURROUNDING SOIL OR FILL. ALL

HAVE A CONTINUOUS WATERTIGHT BENTONITE MEMBRANE INSTALLED

WATERPROOFING SYSTEM. THE TUNNEL AND TRENCH STRUCTURES SHALL

THE ENTIRE TUNNEL SHALL BE WATERPROOFED WITH A BENTONITE 1.

WATERPROOFING MEMBRANE NOTE:

RESPECTIVELY

ACI 306 AND ACI 305 FOR COLD AND HOT WEATHER CONCRETING, B.

ACI 301, ACI 315, AND ACI 318A.

SHALL BE GOVERNMED BY THE LATEST VERSIONS OF:

FABRICATION, AND PLACING OF REINFORCEMENT BARS AND CONCRETE

12. UNLESS NOTED OTHERWISE, ALL CONCRETE WORK, DETAILING,

ACI 318 PARAGRAPH 18.6.3.4

OTHERWISE SHOWN ON THE DRAWINGS. WELDING SHALL COMPLY WITH

11. NO WELDING SHALL BE PERMITTED ON REINFORCEMENT UNLESS

CONSTRUCTABILITY AND APPROVED BY THE CONRTRACTING OFFICER.

LAPPED. SPLICES MAY BE MADE WHERE ESSENTIAL FOR

318-14. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING

10. REINFORCEMENT SPLICE LENGTHS SHALL BE IN ACCORDANCE WITH ACI

STRAIGHT EMBEDDED LENGTH CANNOT BE OBTAINED.

ACCORDANCE WITH ACI 318-14. PROVIDE HOOKS IF THE REQUIRED

REINFORCEMENT EMBEDDED LENGTHS AND HOOK LENGTHS SHALL BE IN 9 .

OR AS OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

BAR SPLICES SHALL BE AT LOCATIONS SHOWN ON THE SHOP DRAWINGS 8.

DIRECTED BY THE CONTRACTING OFFICER.

THER OBSTRUCTIONS, REINFORCEMENT SHALL BE BENT OR SHIFTED S

WHERE NECESSARY TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND 7.

REINFORCEMENT NOTES CONTINUED:

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0 2' 4' 6'SCALE : 3/8"=1'-0"

NEW TUNNEL FOUNDATION REINFORCING PLAN

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0 2' 4' 6'SCALE : 3/8"=1'-0"

NEW TRENCH FOUNDATION REINFORCING PLAN

E1

EXISTING GALLERY ELEVATION

TUNNEL. FIELD VERIFY

FOR FLUSH TRANSITION TO

REMOVE EXISTING CONCRETE

STEEL BULKHEAD

TO MATCH BOTTOM OF GUTTER

INVERT ELEVATION OF PIPE

EACH SIDE OF BULKHEAD.

PIPE SLEEVE WITH GATE VALVE

" DIA. x 12" LONG SCH. 40 GALV.2

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#6 @ 8" TOP

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EXISTING WALL

#6B @ 6" INSIDE FACE, BOTH SIDES

#6 @ 8" TOP

#6B @ 8" BOTTOM

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BOTTOM TUNNEL EL. 102.0 BOTTOM TRENCH EL. 116.0

EACH FACE, BOTH SIDES

#8 @ 6"

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@ 10" EACH FACE

#6 ANCHORS

@ 10" EACH FACE

#6 ANCHORS

GALLERY

CABLE

"4 356'-10

"4 343'-8

TOP OF TUNNEL EL. 111.5

WALL AND TOP OF TUNNEL

LOCATED BETWEEN EXISITNG

CONSTRUCTION JOINTS

SLOPE

GUTTER (SLOPE TO TUNNEL)

(SLOPE TO CABLE GALLERY)

GUTTER

GUTTER COVER.

SMOOTH SEE S-305 FOR

OF GUTTER SHALL BE

CABLE GALLERY. BOTTOM

GUTTER IN FLOOR OF

TIE NEW GUTTER TO

#6 @ 8" BOTH SIDES

#6B @ 8" INSIDE AND OUTSIDE FACES, BOTH SIDES

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VERTICAL TRANSITION REINFORCING SHOWN ON S-104/E5.

TRENCH DETAIL INSIDE BUILDING NOT SHOWN FOR CLARITY.NOTE:

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SCALE : 3/8"=1'-0" 0 2' 4' 6'

BOT. TUNNEL EL.102.0

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DURING EXCAVATION

BRACE EXISTING FOUNDATION

EXISTING STEAM BUILDING

S-103

E1

BOT. TRENCH EL. 116.0

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S-102

E2

SEE S-304/A1 FOR DETAILS

TRENCH COVER

ALUMINUM DIAMOND PLATE

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29" EMBEDMENT E.F.

CONSTRUCTION JOINTS

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AND DOWNSPOUT NOT SHOWN FOR CLARITY.

TRENCH DETAIL INSIDE BUILDING, LADDER, NOTE:

TOP TRENCH EL.121.0 ±

EXISTING TOP OF WALL

FIELD VERIFY TO MATCH

1'-6" WALL 1'-6" WALL

CERTIFIED FINAL - READY TO ADVERTISE

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PRIOR TO CONCRETE PLACEMENT

VERIFY STRIP FOOTING ELEVATION

TO MEET STRIP FOOTING. FIELD

PLACE CONCRETE FLUSH 2"

#6 @ 8" EACH FACE, BOTH SIDES

#6B @ 6" INSIDE FACE, BOTH SIDES

#6B @ 8" OUTSIDE FACE, BOTH SIDES

E .F B .S

#8 @ 6" E.F., B.S.

#8B @ 6" I.F., B.S.

#8B @ 6" O.F., B.S.

E .F

#8 @ 6" E.F.

#6 @ 8"

E .F

#8 @ 6" E.F.

#6B @ 8" E.F.

"4 357'-4

8'-0"

E .F

B .S

SEE S-304/A4

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SCALE : 3/8"=1'-0" 0 2' 4' 6'

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BOT. TRENCH EL. 116.0

TUNNEL INTERSECTION

INSTALLED AROUND

BENTONITE WATERSTOP

EXISTING MONOLITH

FIELD VERIFY

NEW SLAB

C8 S-501

EL. 102.0

BOT. TUNNEL

EXISTING GALLERY ELEVATION

TUNNEL. FIELD VERIFY

FOR FLUSH TRANSITION TO

REMOVE EXISTING CONCRETE

S-103

A1

C1 S-502

CABLE GALLERY

EXISTING

F1 S-501

A1 S-501

C1 S-501

EL. 111.25

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BACKFILL

COMPACTED

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FIELD VERIFY TO MATCH

A1 S-502

S-302

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CERTIFIED FINAL - READY TO ADVERTISE

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E .F

#6B @ 6" B.S.

#6B @ 6" B.S.

#6 @ 8"

#8B @ 6"

#6 @ 10"

#6 @ 8"

#6 @ 8"

#6B @ 8" B.S. LENGTH VARIES

#6B @ 8" B.S.

#6B @ 8" B.S. LENGTH VARIES

#6B @ 8" B.S.

@ 10" E.F., B.S.

#6 ANCHORS

#8B @ 6" B.S.

#8B @ 6" B.S.

#8B @ 6"

E.F.

#8 @ 6"

10'-0" MIN.

"4 344'-2

18'-1"

7'-0"

"2 145'-1

AND WATER TIGHT DOOR

STEEL BULKHEAD

LENGTH VARIES

#6 @ 8" B.S.

#6 @ 8" B.S.

VERTICAL LOCKWALL

20' FROM TOP OF

CONSTRUCTION JOINT

SEE S-304/A1 FOR DETAILS

TRENCH COVER

ALUMINUM DIAMOND PLATE

#8 @ 6" E.F.

#8 @ 6" E.F.

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D1

SECTION

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

D8

SECTION

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

BOT. TRENCH EL.116.0

#6B @ 8

#6 @ 8

#6B @ 6

#6B @ 6

BENTONITE WATERPROOF MEMBRANE

#6 @ 10

#6B @ 8

#6 @ 10

#6B @ 8

" CL. TYP.2

3" CL. TYP. #6 @ 8

M

IN

C L

T Y

P

1'-0"4'-0"1'-0"

5" TYP.

MEMBRANE

BENTONITE WATERPROOF

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

5" 4'-0"

1'-0"

TYP.

TYP.

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

6" COMPACTED GRANULAR FILL

S

P L

IC

E

SCALE : 3/4"=1'-0" 0 1' 2' 3'A1

TRENCH COVER

FIELD VERIFY

4'-6"

O P

T

IO

E4

S-102

E5

SEE S-304/D4

EMBEDDED METAL

D4

EMBEDDED METAL

3"

3"

TYP.

2" BARS @ 12" CENTERS

3/8" X 2.5" PLATE

L3 x 3 x 1/4"

0 1" 2" 3" 4"SCALE : 6"=1'-0"

A4

SECTION

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

BOT. TRENCH EL.116.0

FIELD VERIFY

#6B @ 8

#6 @ 10 #6 @ 8

#6 @ 10 F

L O

O R

WALL

1'-0"

24"

TRENCH OUTSIDETRENCH INSIDE

EXISTING BUILDING FOUNDATION

J E

/8

CONCRETE WALL

13 1/2 "

EPOXY GROUT TYP.

CORE AND FILL W/

NOTE: ALL CALLOUTS ARE ASTM A36 STEEL UNLESS OTHERWISE NOTED.

W

X K

R

4'-3"

4'-0"

C

C

3'-8 9/16 "4 3/16 " 4 3/16 "

4'-5"

8 7/16 " TYP.

1'-0"

8 7/16 "

T Y

TYP.

TYP.

J

U L

Y

TYP.

OPENING

NOTE: TRENCH OUTSIDE REINFORCING AND COVER NOT SHOWN FOR CLARITY.

DESIGNED FOR 5 KIP POINT LOAD

ALL CALLOUTS ARE T6061 ALUMINUM UNLESS OTHERWISE NOTED.NOTE:

TOP TRENCH EL.121.0 ±

EXISTING TOP OF WALL

FIELD VERIFY TO MATCH

1/4" STIFFENER PLATE

PLATE

1/4" DIAMOND

RT 2"X2"X1/4"

HOOKS

TYP. FOR LIFTING

1" Ø HOLE

AND JOINT SEALANT

BACKER ROD

NEW PIPE PENETRATIONS

CONTRACTOR FIELD VERIFY

(TYP. AT EACH JOINT)

BENTONITE WATERSTOP

SEE DETAIL A1

TRENCH COVER

SEE DETAIL A1

TRENCH COVER

SEALANT TYP.

AND JOINT

BACKER ROD

S-501

F1

CERTIFIED FINAL - READY TO ADVERTISE

J T

B

S E

P

A M

D

E

L E

V A

T

IO

N

.0

W A

S

.5

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

M V

D

N D

C

IN

L A

N D N

A V

IG

A T

IO

N D

E S

IG

N C

E N

T E

R L

R D

5000lbs.

LOAD LIMIT

CAUTION

O

P T

IO

N

U

O P

T

IO

N

A N

S

C

S -5

.d g n

D E

T R

O

IT

M I

M

IC

H

IG

A N A

O L

O C

K S B

O

IL

E R R

E P

L A

C E

M E

N T

S A

U L T S

A

IN

T E M

A R

IE

M I

C H

IP

P E

W A C

O U

N

S-502

C

Q

D E

T R

O

IT

D

IS

T R

IC

T

C1

VENT PROTECTION DETAIL

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

STONE (4" THICKNESS)

OPEN GRADED

" DIA.4

3NOMINAL

"SAFETY YELLOW"

EXTERIOR PAINTED

CONCRETE PIPE

REINFORCED

30" DIA. PRECAST

FINISHED GRADE

GRANULAR MATERIAL

SITE EXCAVATED

14" TUNNEL VENT PIPE

C4

BOLLARD DETAIL

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

GRADE

2. PAINT YELLOW IN ACCORDANCE WITH SPECIFICATION.

1. FILL PIPE WITH CONCRETE.

NOTE:

FILLED WITH CONCRETE

" WALL THICKNESS2

8" DIA. ASTM A500 PIPE,

CONCRETE FILL

FILLED WITH CONCRETE

" WALL THICKNESS2

8" DIA. ASTM A500 PIPE,

CONCRETE FILL

14" TUNNEL VENT PIPE

VENT PIPE CAP

VENT PIPE CAP

GRANULAR MATERIAL

SITE EXCAVATED

(4" THICKNESS) ATOP

OPEN GRADED STONE

" DIA.4

3NOMINAL

"SAFETY YELLOW"

EXTERIOR PAINTED

CONCRETE PIPE

REINFORCED

PRECAST

30" DIA. x 4'-0"

T

IO

N

S-302

F5

S-102

E4

C8

LADDER DETAIL

EL 121.0

TOP OF TRENCH

FIXED LADDER

GALVANIZED STEEL

D E

T A

IL

S

3" CHAMFER

CONDUITS

ELECTRICAL

FOR

GRADE

FINISHED

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

3/4" ANCHOR BOLT

COUPLING

FLUSH

"2

24"

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

A6

LIGHT STANDARD

0 4' 8'SCALE : 3/16"=1'-0" 12'

258"

TOP OF LOCK WALL

4"

CABLE GALLERY

WITH FACE OF WALL

COUPLINGS FLUSH

1 1/2" CONDUIT

ON PLANS

INDICATED

WHERE

2 1/2" CONDUIT

J E

T

MECHANICAL ANCHOR

STEEL RUNG

T Y

P

FIELD VERIFY

EL 102.0

BOT. OF TRENCH

WEST WALL

ANGLE

PLATE OR ANGLE

W

X K

R

48"

EL 116.0

BOT. TRENCH

EL 102.0

BOT. TUNNEL

C6

VERTICAL DOWNSPOUT

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

@ 36" MAX SPACING

MECHANICAL ANCHORS

TYP. FASTENED 3/8" Ø

ALUMINUM STRAP

DOWNSPOUT

ALUMINUM

2" x 6"

1" DRIP EDGE

SECTION

WALK-THROUGH

REMOVABLE

C J C

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

LIGHT STANDARD CONCRETE (EXISTING)

A1 A3

LIGHT STANDARD (EXIST.)

EL VARIES

BOT. GUTTER

J

U L

Y

EL 121.0

TOP TRENCH

JOINT SEALANT

BACKER ROD AND

ISOLATION JOINT

1/2" SLOPE

CERTIFIED FINAL - READY TO ADVERTISE

J T

B

S E

P

A M

D

E

L E

V A

T

IO

N

.0

W A

S

.5