17264 WRP036209 - Cheboygan Lock Facility (2 of 3).pdf

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CEMENT-BENTONITE GROUT

BENTONITE PELLETS

FILTER SAND PACK

PVC WELL SCREEN

2" Ø PVC PIEZOMETER

BOREHOLE

~1'

PROTECTIVE

CASING

CONCRETE

FLOOR

SURFACE

2'

AP

PX

. 1 8"

~1'

~1'

2'

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\6 LOCK DEWATERING AND SITE PREP PLAN.dwg - 4/29/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

LOCK DEWATERING AND SITE PREP PLAN

C-05

NOTES:

1. CLEAN AND REPAIR (AS NECESSARY) ALL STOPLOGS SLOTS PRIOR TO USE.

CONTRACTOR SHALL CLEAN AND REPAIR THE SLOTS TO SATISFY HIS OWN

SAFE WORKING AREA UPON DEWATERING THE LOCK.

2. INSPECT STOPLOGS PRIOR TO INSTALLATION. DOWNSTREAM STOPLOG WAS

UNABLE TO BE INSPECTED.

3. INSPECT UPSTREAM BEAM POCKET AND REMOVE SEDIMENT TO FACILITATE

STANCHION INSTALLATION.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL STEEL FOR A

COMPLETE BRACING SYSTEM FOR BOTH PANELS.

5. CONTRACTOR SHALL INSTALL 6 OPEN STANDPIPE PIEZOMETERS IN ORDER TO

MONITOR UPLIFT PRESSURES BENEATH THE STRUCTURE PRIOR TO AND

DURING DEWATERED CONDITIONS.

SCALE:

0 5 10

1" = 5'

- LOCK REHABILITATION

PLAN

LOCK REHABILITATION SCHEDULE

NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

COMPONENT DRAWBRIDGE UPSTREAM

STOPLOGS TIMBER SILLS MITER GATES

HYDRAULIC

OPERATING

SYSTEM

BYPASS CONDUIT

GATES

MITER GATE

ANCHORAGE

SYSTEM

UPSTREAM GATE

SILL WALL LEFT LOCK WALL RIGHT LOCK WALL

LOCK FLOOR

(ALTERNATE

SCOPE)

BOAT ANCHOR

SYSTEM DOWNSTREAM COFFERDAM DOWNSTREAM LOCK

APRON

LOCK SAFETY

LADDER

DESCRIPTION

DRAWBRIDGE

REHABILITATION

DETAILED ON

SHEET C-08

22'- 4 38" x 11' - 6"

STEEL FRAMED

BULKHEAD

(APPROX. WT 6,260

LBS).

CONTRACTOR TO

PROVIDE A

CENTER SUPPORT

STANCHION AND

BEAM FOR

BRACING TOP OF

STANCHION.

TEMPORARILY

FASTEN BEAM TO

TOP OF LOCK

STRUCTURE.

SLOTS REQUIRE

CLEANING PRIOR

TO USE. DETAILED

ON SHEET C-06

CONTRACTOR TO

REPLACE 12X12

TREATED TIMBER

SILLS AT EACH

MITER GATE.

DETAILED ON

SHEETS C-11.

CONTRACTOR TO

REMOVE MITER

GATES TO

FACILITATE

INSPECTION AND

REHABILITAION.

MITER GATE

REHABILITATION

DETAILED

FURTHER ON

SHEETS C-10 AND

C-12.

HYDRAULIC

OPERATING

SYSTEM

REHABILITATION

DETAILED ON

SHEETS C-15 AND

C-16.

BYPASS CONDUITS

DETAILED ON

SHEET C-13.

MITER GATE

ANCHORAGE

SYSTEM DETAILED

ON SHEET C-09.

CONCRETE WALL

REPAIRS DETAILED

ON SHEET C-09.

CONCRETE WALL

REPAIRS DETAILED

ON SHEET C-09.

CONCRETE WALL

REPAIRS DETAILED

ON SHEET C-09.

CONCRETE FLOOR

REPAIRS DETAILED

ON SHEET C-09.

CONTRACTOR TO

REPLACE

DISCONNECTED

BOAT ANCHOR

CABLES AS

DETAILED ON

SHEET C-18

DOWNSTREAM STEEL FRAMED

BULKHEAD IS 22'- 4 38" x 10' - 6" (APPROX.

WT 5,510 LBS). BULKHEAD IS AVAILABLE

FOR CONTRACTOR USE; HOWEVER, IT

REQUIRES MID-SPAN SUPPORT

BRACING. ADDITIONALLY, THE

EXISTING BULKHEAD SLOTS CONTAIN

CONCRETE OVERPOUR TO BE

REMOVED, AND THE LOCK FLOOR SLOT

WILL ALSO REQUIRE CLEANING.

CONTRACTOR CAN UTILIZE OTHER

METHODS TO ACHIEVE THE

DOWNSTREAM COFFERDAM. THE

SELECTED COFFERDAM DESIGN IS THE

RESPONSIBILITY OF THE CONTRACTOR

AND SHALL BE STAMPED BY A

REGISTERED ENGINEER IN THE STATE

OF MICHIGAN.

DOWNSTREAM

LOCK APRON

REHABILITATION

EFFORTS DETAILED

ON SHEET C-19.

EXISTING SAFETY

LADDER MISSING

BOLTS.

RE-ANCHOR

EXISTING LADDER

TO LOCK WALL.

QUANTITY N/A 1 PANEL 2 EA 4 EA N/A 2 EA 2 EA 280 SFT 2850 SFT 2850 SFT 2640 SFT 20 EA 1 PANEL N/A 1 EA

UPSTREAM DOWNSTREAM

OPEN STANDPIPE PIEZOMETER (SEE NOTE 5)

- OPEN STANDPIPE PIEZOMETER

DETAIL

C-05

EGLE

WRP036209 v1.0

Approved Issued On:01/09/2023

Expires On:01/09/2028

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\STOPLOG SLOT PREPARATION.dwg - 4/29/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

STOP LOG SLOT PREPARATION

C-06

NOTES:

1. INSPECT AND CLEAN ALL STOPLOGS SLOTS AS NECESSARY PRIOR TO USE.

CONTRACTOR SHALL CLEAN AND PREPARE THE SLOTS TO ALLOW FOR AN

ADEQUATE SEALING SURFACE FOR DEWATERING THE LOCK.

2. INSPECT STOPLOGS PRIOR TO INSTALLATION. DOWNSTREAM STOPLOG WAS

UNABLE TO BE INSPECTED.

3. INSPECT UPSTREAM BEAM POCKET AND REMOVE SEDIMENT TO FACILITATE

STANCHION INSTALLATION.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SUPPLY ALL NECESSARY

STEEL ELEMENTS FOR CONSTRUCTION AND IMPLEMENTATION OF THE CHOSEN

DEWATERING SYSTEM. EXISTING ELEMENTS SHALL BE INSPECTED AND ANALYZED

BY AN ENGINEER REGISTERED IN THE STATE OF MICHIGAN. ANY DIFFERENT

UPSTREAM AND DOWNSTREAM BULKHEAD SYSTEMS SHALL BE DESIGNED BY AN

ENGINEER REGISTERED IN THE STATE OF MICHIGAN, AND SUBMITTED TO THE

ENGINEER FOR REVIEW AND ACCEPTANCE PRIOR TO USE.

5. REMOVE CONCRETE CAREFULLY TO ENSURE OVER EXCAVATION IS AVOIDED. TAKE

CARE TO NOT OVER DEMOLISH CONCRETE. RETAIN A RELIABLE AND CONTINUOUS

SEALING SURFACE. CONTRACTOR TO REPAIR ANY DEMOLITION BEYOND SLOT

EXTENTS TO THE SATISFACTION OF THE ENGINEER.

6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCURATELY MEASURE AND

CONFIRM ALL PERTINENT DIMENSIONS.

7. THE TOP OF THE MIDDLE VERTICAL STANCHION WILL REQUIRE BRACING.

TEMPORARY SUPPORTS ANTICIPATED TO BE ADDED ON TOP OF THE CONCRETE

LOCK STRUCTURE.

SCALE:

0 1 2

1" = 1'

A

- UPSTREAM STOPLOG

SLOT REMEDIATION

SECTION

SCALE:

0 4 8

1" = 4'

- DOWNSTREAM STOPLOG

SLOT REMEDIATION

SECTION

12"X12" TIMBER SILL HELD

IN PLACE BY 4

MECHANICAL ANCHORS

EXISTING TIMBER CRIB

6"X6" STEEL-LINED

STOPLOG SLOT

REMOVE ALL DEBRIS

AND SEDIMENT FROM

STANCHION POCKET

REMOVE DEBRIS AND

CONCRETE OVER POUR

FROM BOTTOM CORNER OF

STOP LOG SLOTS

APPX. 1-2 CFT(SEE NOTE 5).

SEE DIVE REPORT FOR

FURTHER INFORMATION

EXISTING CONCRETE APRON

MITER GATE

1' -6

SEE NOTE 7

1'-0"

1/

8"

12"X14"

STEEL-LINED

STOPLOG SLOT

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING DRAWBRIDGE.dwg - 4/8/2022

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

EXISTING DRAWBRIDGE

C-07

SCALE:

0 2 4

1" = 2'

- DRAWBRIDGE HOIST FRAME

(LOOKING UPSTREAM)

SECTION

SCALE:

0 2 4

1" = 2'

- DRAWBRIDGE HOIST FRAME

ELEVATION - LOOKING EAST

SCALE:

0 2 4

1" = 2'

- DRAWBRIDGE FRAMING

PLAN

EXISTING BRIDGE OPERATOR

STRUCTURE FRAMING

EXISTING 8" Ø HOIST CABLE SPOOLS

AND CRANKSHAFT

EXISTING FOOTE BRO.'S

GEARMOTOR #35A-225 440V - 3'Ø - 3

HP GEAR MOTOR

EXISTING SSP WALL

EXISTING STEEL BRIDGE FRAMING

EXISTING BRIDGE OPERATOR

STRUCTURE FRAMING

BRIDGE OPERATOR

STRUCTURE BRACING

LONGITUDINAL

MEMBERS

I 12x31.8

TRANSVERSE

MEMBERS

W 8x31

EXISTING 4"x8"

DOUGLAS FIR

DECK PLANKS

6"x1 2"x7'-2" PL18"x1

2"x1'-6" PL

18"x1 2"x1'-6" PL

30"x1 2"x2'-6" PL 30"x1

2"x2'-6" PL

6"x1 2"x7'-2" PL

C 12x20.7

9'-10 14" LENGTH

C 12x20.7 10' LENGTH 6"x6"x 5

16" L

9' LENGTH

6"x6"x 5 16" L

9' LENGTH

5 - 12" x 6"

TIMBER

CURBING

SCALE: N.T.S.

A

- DRAWBRIDGE

DECK

SECTION

EXISTING 5 12"x6"

DOUG FIR CURB

EXISTING 4"x8" DECK PLANKS

I 12x31.8

W 8x31

L 3x2x3/16"

CONTINUOUS

L 6x6x1 4"

6" BRACKET. 14 TOTAL

SPACED AT 4'

EXISTING C8 (DEFORMED)

EXISTING C8 (DEFORMED)

A C-07

B C-07

1/2" FLEXIBLE WIRE ROPE

W 8x31

EXISTING 4"x8" DECK PLANKS

5 1/2"

2"X5" BOLTS

SCALE: N.T.S.

B

- DECK PLANK

CONNECTION

SECTION

I 12x31.8

EXISTING 5 12"x6"

DOUG FIR CURB

1 1/16" HOLE TO

ACCEPT 1"Ø X 10"

BOLTS

3" 3"

L 4X4X1/4"

6" LONG

SCALE: N.T.S.

C

- CURB

CONNECTION

SECTION

2"

HOOKING

CONNECTION

BOLT CENTERLINE

C C-07

SCALE: N.T.S.

- HOISTING

CONNECTION

DETAIL

SCALE: N.T.S.

- DRAWBRIDGE

HINGE

DETAIL

I 12x31.8

FLEXIBLE WIRE ROPE

1" U-BOLT

I 12x31.8

3 12" O.D. BRONZE BUSHING 3"

LONG

10" x 12" x 1'-2"

1' -0

1 2"

PIN

EXISTING C8

3 14"4 18"

3 12" Ø 7 38" SHAFT

PULLEY

HOOKING

CONNECTION

HOISTING

CONNECTION

10'-10"

HOOK CONNECTION

FOR DRAWBRIDGE

STORAGE

HOOK

CONNECTION

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\DRAWBRIDGE REHABILITATION.dwg - 4/26/2022

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

DRAWBRIDGE REHABILITATION

C-08

SCALE:

0 2 4

1" = 2'

- DRAWBRIDGE HOIST FRAME

SECTION

SCALE:

0 2 4

1" = 2'

- DRAWBRIDGE HOIST FRAME

ELEVATION LOOKING EAST

SCALE:

0 2 4

1" = 2'

- DRAWBRIDGE FRAMING

PLAN

STRIP AND REPAINT

BRIDGE DECK STEEL

FRAMING

REMOVE AND

REPLACE

TIMBER DECK

AND BUMP

RAILS

STRIP AND REPAINT BRIDGE

OPERATOR STUCTURE FRAMING

REMOVE AND REPLACE CABLES

SHEET NOTES:

1. REMOVE BRIDGE FROM OPERATOR FRAME. DEMOLITION, STRIPPING, AND

REPAINTING OF BRIDGE TO BE PERFORMED IN A CONTROLLED ENVIRONMENT.

MODIFICATIONS (INCLUDING STRIPPING AND REPAINTING) TO OPERATOR

FRAME TO BE PERFORMED IN-PLACE.

2. DOWNSTREAM BRIDGE HINGE SUPPORT COLUMN SHALL BE REMOVED AND

REPLACED IN-KIND WITH A C8x18 MEMBER. MINIMUM CONCRETE EMBEDMENT

FOR NEW COLUMN SHALL BE 2.5-FEET.

REFURBISH GEAR MOTOR

SEE NOTE 1

#5 DOWELS 12" EMBED (MIN)

#5 DOWELS 12" EMBED (MIN)

STRUCTURAL CONCRETE (TYP)

DRILL (4) 1/2" Ø DRAINAGE

HOLES EQUALLY SPACED

IN WEB OF EACH

HORIZONTAL MEMBER

EXCLUDING TOP

CHANNEL (TYP OF 9)

SCALE: N.T.S.

A

- DRAWBRIDGE

DECK

SECTION

PROPOSED 5-1

2"x6"

PT TIMBER BUMP

RAIL PROPOSED 4"x8" PT

TIMBER DECKING

1/2"Ø STAINLESS STEEL

WIRE ROPE CABLES,

REPLACE IN KIND

APPX. 110' LENGTH OF

WIRE ROPE TOTAL

A C-08

B C-08

W 8x31

PROPOSED 4"x8" PT

TIMBER DECKING

5 1/2"

2"X5" A307 BOLTS

SCALE: N.T.S.

B

- DECK PLANK CONNECTION

SECTION

I 12x31.8

PROPOSED 5 1/2"x6"

PT TIMBER BUMP RAIL

1 1/16" HOLE TO

ACCEPT 1"Ø X 10"

A307 BOLTS

3" 3"

SCALE: N.T.S.

C

- CURB CONNECTION

SECTION

COUNTERBORE 1 1/2"Ø X1/2"

C C-08

STRUCTURAL CONCRETE

2.

5'10'-10"

C 8x18

- HINGE COLUMN

DIMENSIONS

DETAIL

6"

4"

9 1/2"

1/

2"

3 1/2" Ø HOLE

1' 3 1/2"

1'

/2

BOLT CENTERLINE

L 6x6x1/4"

6" BRACKET. 14 TOTAL

SPACED AT 4'

2"

REPLACE

HOISTING

CONNECTIONS

2.

5'

2'

1' 3 1/2"

C-08

STEEL SHEET PILE WALL

- DRAWBRIDGE HINGE

DETAIL

SCALE: N.T.S.

- HOISTING CONNECTION

DETAIL

REPLACE 1/2" Ø

STAINLESS STEEL WIRE

ROPE CABLE

I 12x31.8

I 12x31.8

SALVAGE & REUSE

PIN AND KEEPER

PLATE

REPLACE 1" Ø

U-BOLT

REPLACE 7/8" Ø

D-SHACKLE

304 STAINLESS STEEL

REPLACE OR REFURBISH

8" Ø PULLEY

MATCH EXISTING

GROOVE GAUGE

304 STAINLESS STEEL

REPLACE C8

REPLACE 7" X 10" X 1/2"

PL REINFORCEMENT

REPLACE HARDWARE

SALVAGE & REUSE

BRONZE BUSHING

5/16 TYP.

5/16TYP.

BU

SH

IN

G

I.

D

3.

4+

1"

PI

N

TO

LE

R

AN

C E

3.

0+

1"

5/16TYP.

ELEVATION NOTES:

1. GEAR MOTOR TO BE REMOVED AND

DELIVERED TO APPROVED SHOP FOR

DETAILED INSPECTION AND REFURBISHMENT.

EGLE

WRP036209 v1.0

Approved

~3" SHOTCRETE OVERLAY #1

ORIGINAL CONCRETE

XXXX

~3" SHOTCRETE OVERLAY #2

~2" SHOTCRETE OVERLAY #3

WELDED WIRE MESH REINFORCEMENT

#4 BAR, 12" OC, EW

#4 BAR, 12" OC, EW

(INTERIOR LAYER NOTED IN ONLY 1 OF 8 CORES)

REMOVE OVERLAYS AND REINFORCEMENT UNTIL REACHING

COMPETENT ORIGINAL CONCRETE, MIN. 8" DEPTH

ORIGINAL CONCRETE

STRUCTURAL

CONCRETE

#5 BAR @ 12" OC EW

#5 DOWELS STD HOOK @ 18"

OC, ALTERNATE HOOK

DIRECTION MIN 12" EMBED

WITH STRUCTURAL EPOXY

4" CLEAR COVER

BONDING

AGENT

ORIGINAL

CONCRETE SLAB

STRUCTURAL CONCRETE

#5 BAR @ 12" OC EW

#5 DOWELS STD HOOK @ 24"

OC, ALTERNATE HOOK

DIRECTION MIN 6" EMBED

3" CLEAR COVER

BONDING

AGENT

18"

6" +/- 0.5"

CONCRETE

REMOVALEXISTING WWM REINFORCEMENT

XXXXX

ORIGINAL

CONCRETE SLAB

REMOVE OVERLAYS AND REINFORCEMENT

UNTIL REACHING COMPETENT ORIGINAL

CONCRETE, MAX 8" DEPTH

ORIGINAL CONCRETE

STRUCTURAL

CONCRETE

#5 BAR @ 12" OC EW

#5 DOWELS STD HOOK @ 18"

OC, ALTERNATE HOOK

DIRECTION MIN 12" EMBED

WITH STRUCTURAL EPOXY

BONDING

AGENT

CHAMFER CORNER

OF CONCRETE WALLS

2"X45 DEG (TYP.)3" CLEAR (MIN)

4" CLEAR COVER

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\CONCRETE REPAIR DETAILS.dwg - 3/15/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

CONCRETE REPAIR DETAILS

C-09

10 20

SCALE:

1" = 10'

- TYPICAL EXISTING LOCK WALL

DETAIL

10 20

SCALE:

1" = 10'

- TYPICAL LOCK WALL REPAIR

DETAIL - PLAN VIEW

EXISTING CONCRETE CONDITION TABLE

CONCRETE LAYER APPROXIMATE DEPTH FROM

SURFACE OF CONCRETE CONDITION COMMENTARY

SHOTCRETE OVERLAY #1 0" - 3"

- ROUGH SCREEDED SURFACE, FINE CEMENTITIOUS

SHOTCRETE OVERLAY

- FAIR CONDITION

- OCCASIONAL SPALLING AND CRACKING OBSERVED

- WELDED WIRE MESH REINFORCEMENT ~2" FROM SURFACE

SHOTCRETE OVERLAY #2 3" - 6"

- VERY POOR CONDITION

- SOFT, CRUMBLING MATERIAL, SEVERAL SAND POCKET

LOCATIONS, MINIMAL TO NO STRENGTH CONSISTENCY- #4

REINFORCEMENT EACH WAY ~2 - 3" FROM SURFACE

SHOTCRETE OVERLAY #3 6" - 8"

- POOR TO FAIR CONDITION

- PRESENCE OF THIS OVERLAY VARIES BY LOCATION AS

OVERLAY#2 OCCASIONALLY REACHED ORIGINAL CONCRETE

AT 8"+ DEPTH

- #4 REINFORCEMENT EACH WAY ~10" FROM SURFACE

ORIGINAL CONCRETE 8"+

- REINFORCEMENT UNKNOWN

- FAIR TO GOOD CONDITION

- NO DETERIORATION OBSERVED

- DEPTH TO COMPETENT CONCRETE TYPICALLY OBSERVED

AT ~8", WITH MAXIMUM OF 12" DEPTH

NOTES:

1. DEPTHS ARE APPROXIMATE AND MAY VARY BY LOCATION. CONTRACTOR SHALL REMOVE CONCRETE UNTIL REACHING SOUND CONCRETE AS INDICATED BY HAMMER SOUNDINGS IN PRESENCE OF ENGINEER OR QUALIFIED INSPECTOR. SURFACE OF SOUND CONCRETE SHALL BE CLEANED AND ROUGHENED TO 1/4"

AMPLITUDE WITH NO MICRO CRACKS PRESENT.

2. CONDITION ASSESSMENTS BASED ON A COMPREHENSIVE VISUAL INSPECTION AND THE TESTING OF (8) CONCRETE CORES PERFORMED BY GEI IN SEPTEMBER 2019. CONCRETE CORE PHOTOS, LAB TESTING

REPORTS, ETC. AVAILABLE UPON REQUEST.

10 20

SCALE:

1" = 10'

- TYPICAL LOCK FLOOR REPAIR

DETAIL - ALTERNATE SCOPE

CONCRETE REPAIR LOCATION TABLE

FEATURE APPROXIMATE AREA OF

REPAIR REQUIRED (SFT)

DEPTH OF

REPAIR (IN)

APPROXIMATE VOLUME

OF REPAIR (CYD)

LEFT WALL 2,850 10 90

RIGHT WALL 2,850 10 90

UPSTREAM MITER

GATE SILL WALL 280 10 10

FLOOR 2,640 6 50

NOTES:

1. CONTRACTOR SHALL MAINTAIN ALL EXISTING CONSTRUCTION JOINTS IN

CONCRETE THROUGH OVERLAYS. LOCATION OF EXISTING CONSTRUCTION

JOINTS UNKNOWN DUE TO PREVIOUS SHOTCRETE REPAIRS

2. REPAIR DETAILS APPLY TO ALL EXPOSED CONCRETE SURFACES INSIDE OF

THE LOCK BETWEEN THE UPSTREAM AND DOWNSTREAM MITER GATES. THIS

INCLUDES THE FLOOR AND WALLS OF THE UPSTREAM SILL.

3. CONTRACTOR SHALL INSTALL 6 OPEN STANDPIPE PIEZOMETERS IN ORDER TO

MONITOR UPLIFT PRESSURES BENEATH THE STRUCTURE PRIOR TO AND

DURING DEWATERED CONDITIONS (SEE SHEET C-05).

10 20

SCALE:

1" = 10'

- TYPICAL EXISTING LOCK FLOOR

DETAIL

10 20

SCALE:

1" = 10'

C-09 TYPICAL LOCK WALL REPAIR

SECTION

TOP OF CONC

EL 594.95'

D U

E

TO

B

AT

TE

R

ED

D

ES

IG

N , L

O C

K W

AL

L

TH

IC

KN

ES

S

VA

R

IE

S W

IT

H

H

EI

G H

T W

AL

L

TH

IC

KN

ES

S

EQ

U

AL

T O

' M

IN

0.

5" C

O N

C R

ET

E

R

EM

O

VA

L

C-09

10"

10"

EGLE

WRP036209 v1.0

Approved

3"

X X

X X

X

X X

X X

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING MITER GATE ANCHORAGE.dwg - 3/15/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

EXISTING MITER GATE ANCHORAGES

S-01

21 2

SCALE, FEET

S-01 EXISTING DOWNSTREAM MITER

GATE QUOIN LINER AND SKIRT PLATE

DETAIL

1/2 1

SCALE, FEET

- MITER GATE QUOIN LINER

DETAIL

R6"

C GATE CLOSEDL

C PIVOTL

CONCRETE

LOCK WALL

3/4"

2"

90°

27.5°

VIF

R7" 14" I.D. LINER

8" MIN WALL THICKNESS

SLEEVE ANCHORS

L3x3x3

8 TAB WELDED TO PLATE

AND PIPE SECTIONS (TYP)

135°

3"

MIN

2"4"

VARIES

3"

2"

2"

4"

VARIES

135°

5"

MIN

3"MIN

8" BENT PL

WELD TO PIPE

(TYP)

EXISTING EXPANSION ANCHOR

(TYP)

CONCRETE

LOCK WALL

L3x3x3

8 TAB WELDED TO PLATE

AND PIPE SECTIONS (TYP)

7"

7 1/2"

2" (TYP)

2" (TYP)

R7"

SCALE:

0 5 10

1" = 5'

- EXISTING DOWNSTREAM LOCK

PLAN

EXISTING DOWNSTREAM MITER GATE ANCHORAGE

S-01

FLOW

NOTES:

1. REMOVE EXISTING CONCRETE AS NECESSARY TO REMOVE QUOIN LINER

AND ANCHORS. TYPICAL ALL GATES.

REMOVE CONCRETE. SEE NOTE 1.

EGLE

WRP036209 v1.0

Approved

6" MIN EMBED

STRUCTURAL CONCRETE

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\MITER GATE ANCHORAGE REPAIR.dwg - 4/26/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

MITER GATE ANCHORAGE REPAIRS

S-02

10 20

SCALE:

1" = 10'

- DOWNSTREAM MITER GATE

ANCHORAGE REPAIR

PLAN

SCALE: N.T.S.

A

- DOWNSTREAM MITER GATE

ANCHORAGE REPAIR

SECTION

REPLACE MECHANICAL ANCHORS

WITH 1" Ø CIP ANCHORS

STRUCTURAL CONCRETE

21 2

SCALE, FEET

- DOWNSTREAM MITER GATE

ANCHORAGE

DETAIL

DRILL 1 58" Ø

HOLES (TYP)

ANCHOR

C OF 1" Ø U-BOLTL

1/2 4" 1/2 4"

TOP OF CONCRETE

EL. 594.95 +/-

1/2 TYP.1/2"

4'

2 1/2", VIF

1 1/2", VIF

REMOVE AND REPLACE

ANGLE AND ANCHORS

REMOVE AND REPLACE

U-BOLTS AND NUTS

REMOVE AND REPLACE

U-BOLTS AND NUTS REMOVE AND REPLACE ANGLE

REMOVE AND REPLACE

QUOIN LINER, SKIRTS, AND

MECHANICAL ANCHORS

STRUCTURAL

CONCRETE

1/2

7"

7 1/2"

2 1/2"

1/2

2" (TYP)

2" (TYP)

1'-2"

VIF

REPLACE 1"Ø STEEL U-BOLTS WITH

THREADED ENDS TO MATCH EXISTING

ANCHORAGE LOCATION (TYP)

INSTALL 1" Ø HOOKED ANCHORS

EMBED 6" MIN.

21 2

SCALE, FEET

- DOWNSTREAM MITER GATE

ANCHORAGE

DETAIL

9"

2'

21 2

SCALE, FEET

- MITER GATE QUOIN LINER

DETAIL

14" I.D. PIPE LINER

8" MIN WALL THICKNESS

135°

3"

MIN

2"4"

VARIES

3"

2"

2"

4"

VARIES

135°

5"

MIN

3"MIN

8" BENT PL

WELD TO PIPE

(TYP)

3/4" HIT-HY-200-A EPOXIED ANCHORS

9" EMBEDMENT MIN. (TYP)

CONCRETE

LOCK WALL

L3x3x3

8 TAB WELDED TO PLATE

AND PIPE SECTIONS (TYP)

VIF

1'-2" (TYP)

ASTM A615 GRADE 60 DEFORMED #8 BAR

36" MIN EMBEDMENT DEPTH

1/2 5" 1/2 5"

3" C

LE

AR

C O

VE

R

FIRST ANCHOR SPACED 8" DOWN

FROM TOP OF CONCRETE

REMAINING ANCHORS SPACED 24"

O.C.

CONTROL POINT SEE

NOTE 1

NOTES:

1. CONTRACTOR SHALL SURVEY CONTROL POINT (CENTER

OF EACH QUOIN) PRIOR TO REMOVAL OF GATES.

EXISTING

CONCRETE

5/16 TYP.

5/16TYP.

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\MITER GATE REHABILITATION.dwg - 3/15/2022

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

MITER GATES

C-10

SCALE:

0 2 4

1" = 2'

- UPSTREAM GATE (TYP)

SECTION

SCALE:

0 2 4

1" = 2'

- DOWNSTREAM GATE (TYP)

SECTION

SCALE:

0 2 4

1" = 2'

- UPSTREAM GATE (TYP)

ELEVATION

SCALE:

0 2 4

1" = 2'

- DOWNSTREAM GATE (TYP)

ELEVATION

REMOVE TIMBER SEALS (TYP

ALL GATES)

SHEET NOTES:

1. REMOVE GATES TO STRIP AND REPAINT IN A CONTROLLED ENVIRONMENT.

2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR

TO SUBMITTING SHOP DRAWINGS.

3. IMMEDIATELY UPON DEWATERING AND REMOVAL OF MITER GATES:

3.1. MATCH MARK AND REMOVE ALL (4) PINTLES AND PINTLE BASES FROM THEIR

RESPECTIVE PINTLE SHOES, TAKING NECESSARY PRECAUTIONS TO PREVENT

DAMAGE.

3.2. SEPARATE EACH PINTLE FROM THE BASE TO CLEAN ALL SURFACES OF EACH

PINTLE SHOE, PINTLE BASE, AND PINTLE. CLEANING SHALL REMOVE ANY

GREASE AND RUST SUCH THAT THE CONTRACTOR OR ENGINEER MAY

ACCURATELY DETERMINE ANY LOSS OF SECTION, CRACKS OR OTHER

DEFECTS.

3.3. POSITION COMPONENTS ON SUITABLE SUPPORTS TO FACILITATE INSPECTION.

3.4. UPON COMPLETION OF INSPECTION, COAT ALL SURFACES WITH GREASE AND

PROTECT FROM DAMAGE DURING REMAINDER OF DEWATERED LOCK PHASE.

W12x30

8" PL TOTAL SIDE

W12x30

14" OD x 0.312" WALL

STEEL PIPE

8" PL FULL LENGTH OF GATE

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

7"6'4'-5.875"10.625"

3.25"

3'-4.25"

W12x30

3'-4.25"

W12x30

3'-4"

W12x30 3.25"

4"

C15x33.9 CHANNEL CAP

1'-6"

W x3

C O

PE

D

IN

TO

H O

R

IZ

. W x3

W x3

FU

LL

L

EN

G

TH

" x

2"

T R

EA

TE

D T

IM

BE

R

1'-2"

1'-5.25" 3'-6.25"

W x3

FU

LL

L

EN

G

TH

" x

2"

T R

EA

TE

D T

IM

BE

R

W12x30

8" PL TOTAL SIDE

14" OD x 0.312" WALL

STEEL PIPE

7"6'4'-4.375"10.625"

8" PL FULL LENGTH OF GATE

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

3'

W12x30 3.25"

4"

W x3

C O

PE

D

IN

TO

H O

R

IZ

. W x3

1'-2"

1'-5.25" 3'-6.25"

3'

W12x30

3'

W12x30

3'

W12x30

3'

W12x30

3'

W12x30

3'

W12x30

2'-4.5"

W12x30

W12x30

3.25" C15x33.9 CHANNEL CAP

1'-6"

11-3/4"

7"

1-1/2"

6"

SCALE:

0 2 4

1" = 2'

- GATE CENTER (TYP)

DETAIL

REMOVE 1/4" RUBBER

SEAL AND TIMBER

3/4" DIA. BOLTS

NOTES:

1. SEE SHEET C-11 FOR FULL TIMBER REPLACEMENT DETAILS

S-03

S-03

APPROXIMATE GATE WEIGHT TABLE

GATE LEAF ESTIMATED WEIGHT

UPSTREAM LEFT ~8000 LBS

UPSTREAM RIGHT ~8000 LBS

DOWNSTREAM LEFT ~15000 LBS

DOWNSTREAM RIGHT ~15000 LBS

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING MITER GATE STRUCTURAL DETAILS.dwg - 4/27/2022

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

EXISTING MITER GATE STRUCTURAL DETAILS

S-03

21 2

SCALE, FEET

- STEEL PINTLE

SHOE

DETAIL

21 2

SCALE, FEET

- BRONZE PINTLE SOCKET

DETAIL

21 2

SCALE, FEET

- BRONZE

PINTLE CAP

DETAIL

21 2

SCALE, FEET

- STEEL PINTLE SOCKET

DETAIL

21 2

SCALE, FEET

- EXISTING PINTLE ASSEMBLY

DETAIL

1'-2"

3" 1/ 2"

1"

R5 1/2"

C OF PIVOTL

2 1/2"

1/2"

1/2" 4" I.D.

1/2"

CHAMFER 3

16" X 45°

Ø5"

CHAMFER 34" X 45°

1 7/16" 5 1/8"

1 7/16"

3/4"

2 1/4" 1 1/2"

Ø9 1 /2"

Ø8"

Ø5 1/8"

8"Ø SPACER PLATES

Ø1'-2"

CENTER OF PINTLE SHOE AND

SOCKET CENTER OF ROTATION

11/16"

CENTER OF 14" O.D. PIPE AND

13.36" O.D. PIPE SECTION FOR

FABRICATED SOCKET

LOCK FLOOR

REMOVE AND REPLACE

STEEL PINTLE SHOE

REMOVE AND REPLACE

BRONZE PINTLE CAP REMOVE AND REPLACE

BRONZE PINTLE SOCKET

REMOVE AND REPLACE

STEEL PINTLE SOCKET

MITER GATE

QUOIN SHAFT

CORE TO REMOVE 1" Ø x 1'-0"

MECHANICAL SLEEVE ANCHORS

GROUT TO FILL CORE HOLE

FLUSH WITH FLOOR

R2"

R4

3"

Ø4"

1'-2" 3/4"

3 3/4"

1/2"

EGLE

WRP036209 v1.0 Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\MITER GATE STRUCTURAL DETAILS.dwg - 4/27/2022

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

PROPOSED MITER GATE STRUCTURAL DETAILS

S-04

21 2

SCALE, FEET

- STEEL PINTLE

SHOE

DETAIL

21 2

SCALE, FEET

- BRONZE PINTLE SOCKET

DETAIL

21 2

SCALE, FEET

- BRONZE

PINTLE CAP

DETAIL

21 2

SCALE, FEET

- STEEL PINTLE SOCKET

DETAIL

INSTALL 1"Ø THREADED ANCHORS 12"

DEPTH MIN. AT QUADRANTS OF SHOE

UTILIZE HILTI HY-200R EPOXY (TYP)

R2"

R4"

1'-2"

3" 1/ 2"

1"

R5 1/2"

C OF PIVOTL

NOTES:

1. CONTRACTOR SHALL FIELD VERIFY LOCATION OF EXISTING PINTLE SHOE

PLATE AND PIVOT POINT. SURVEY LOCATION AS NECESSARY TO FACILITATE

REPLACEMENT OF SHOE IN THE SAME POSITION AS PIVOT POINT LOCATION IS

CRITICAL TO SUCCESSFUL GATE OPERATION.

1/2

1/2

2" 2 1/2"

1/2"

1/2" 4" I.D.

INTERFERENCE FIT

(PRESS) - H7/p6

1/2"

CHAMFER 3

16" X 45°

BRONZE CAP FITS OVER 4" DIA. O.D.

STEEL CYLINDER OF PINTLE SHOE

Ø5"

CHAMFER 34" X 45°

BRONZE SOCKET FITS OVER 5" DIA.

O.D. BRONZE CAP. PRESS FIT INTO

STEEL PINTLE SOCKET

5 1/8" I.D. CLEARANCE FIT

(LOOSE RUNNING) - H11/c11

3/4"

2 1/4" 1 1/2"

Ø9 1 /2"

Ø8"

Ø5 1/8"Ø4"

8"Ø SPACER PLATES

13.36" O.D. 3 34" HEIGHT PIPE,

0.312 MIN. WALL THICKNESS

SIZED FOR SNUG FIT INSIDE

14" OD 0.312" QUOIN PIPE

Ø1'-2" 5/16 TYP5/16

8" THICK SPACER PLATES

SIZED AS REQUIRED

CENTER OF PINTLE SHOE AND

SOCKET CENTER OF ROTATION

11/16"

CENTER OF 14" O.D. PIPE AND

13.36" O.D. PIPE SECTION FOR

FABRICATED SOCKET

5/16

5/16

21 2

SCALE, FEET

- PINTLE ASSEMBLY ANCHOR REPAIR

DETAIL

LOCK FLOOR

PINTLE SHOEPINTLE CAP

BRONZE PINTLE

SOCKETSTEEL PINTLE

SOCKET

MITER GATE

QUOIN SHAFT

1" Ø x 1'-0" THREADED ANCHORS

WITH HILTI HIT-HY-200-A ADHESIVE

NOTES:

1. CONTRACTOR TO REPLACE ALL WEARABLE COMPONENTS OF PINTLE ASSEMBLY INCLUDING STEEL PINTLE SHOE, BRONZE CAP, BRONZE SOCKET, AND

STEEL SOCKET.

2. CONTRACTOR SHALL SURVEY LOCATION OF PINTLE SHOE PRIOR TO REMOVAL. REPLACE IN KIND AT SURVEYED LOCATION.

ANCHORS SHALL BE TRIMMED TO

ALLOW SUFFICIENT CLEARANCE

FOR GATE QUOIN SHAFT

ROTATE SHOE 45 DEG AS

NEEDED TO AVOID GROUTED

ANCHOR HOLES

3/4"

3 3/4"

1/2"

8" I.D.

INTERFERENCE FIT

(PRESS) -H7/p6

1'-2"

UTILIZE JAM NUTS TO

ENSURE CLEARANCE

2 5/8" O.D.

INTERFERENCE FIT

(PRESS) - P7/h6

3 3/8" O.D. CLEARANCE FIT

(LOOSE RUNNING) - C11/h11

8" I.D. CLEARANCE FIT

(LOOSE RUNNING) - H11/c11

1/2 1

SCALE, FEET

- PINTLE ASSEMBLY

DETAIL

GATE QUOIN SHAFT

STEEL PINTLE SOCKET

BRONZE PINTLE SOCKET

BRONZE PINTLE CAP

STEEL PINTLE SHOE

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\UPSTREAM TIMBER REPLACEMENT.dwg - 3/15/2022

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

A C-11

PLAN

UPSTREAM LOCK

2 4

SCALE, FEET

REMOVE AND REPLACE 12"X12"

U/S TIMBER SILL (TYP.)

MITER GATE

REPLACE 12"X12"

VERTICAL TIMBER

AND RUBBER GATE

SEAL

STANCHION POCKET

STOP LOG SLOT

EDGE OF CONCRETE

HIGH WATER

LOW WATER

STANCHION POCKET

STOP LOG SLOT

12"X12" VERTICAL

GATE SEAL TIMBER

RUBBER SEAL,

SCREWS, AND

WASHERS

REMOVE AND REPLACE 12"X12"

TIMBER SILL

SCALE: 1" = 1'

A

C-11 TIMBER REPLACEMENT

SECTION

4 ANCHORS SPACED 3' O.C.

APPX. 10'- 10 1/2"

FIELD FIT FOR TIGHT SEAL

'-7

/8

(3) HIT-HY-200-A 1/2" HAS

THREADED ROD EVENLY SPACED

ACROSS TIMBER

6" MIN EMBEDMENT

11-3/4"

7"

6"

SCALE: 1" = 1'

C-11 GATE CENTER (TYP)

DETAIL

C-11

SEE NOTE 4

REMOVE AND REPLACE IN KIND, 8" WIDE ELASTOMERIC

GASKET FULL HEIGHT OF GATE. COUNTERSINK NO. 12 x 4"

GALVANIZED OVAL SCREWS IN PAIRS AT 12" OC.

REMOVE AND REPLACE IN KIND, COUNTERSINK WITH 34"

CLEARANCE, 34" Ø A325 GALVANIZED BOLTS AT 2'-0" OC

VERTICALLY WITH 1'-0" OC STAGGER BETWEEN ROWS.

USE LOCK WASHERS AND WASHERS UNDER BOLT HEADS.

TIMBER REPLACEMENT

C-11

NOTES:

1. UPSTREAM GATE SHOWN IN PLAN AND SECTION. DOWNSTREAM TIMBER

REPLACEMENT WILL FOLLOW GUIDANCE PROVIDED ON THIS SHEET. VERIFY ALL

TIMBER LENGTHS IN FIELD AFTER LOCK DEWATERING.

3/4" X 2" DEEP RECESS

FIELD VERIFY ANGLE FOR PROPER FIT

UP BEFORE REMOVING GATE. (TYP)

9"

0.

5'

EGLE

WRP036209 v1.0 Approved

C WALKWAYL

1'-8" 1'-8"

U SHAPED

FASTENERS

5/16 TYP.5/16

5/16 TYP.

5/16 TYP.5/16

5/16 TYP.

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\MITER GATE SAFETY UPGRADES.dwg - 3/15/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

DOWNSTREAM MITER GATE SAFETY UPGRADES

C-12

21 2

SCALE, FEET

- TYPICAL EXISTING GATE LEAF

PLAN

21 2

SCALE, FEET

- TYPICAL EXISTING GATE LEAF

SECTION

21 2

SCALE, FEET

- TYPICAL EXISTING GATE LEAF

SECTION

21 2

SCALE, FEET

- TYPICAL WALKWAY ADDITION

PLAN

21 2

SCALE, FEET

- TYPICAL WALKWAY ADDITION

SECTION

21 2

SCALE, FEET

- TYPICAL WALKWAY ADDITION

SECTION

REMOVE GUARDRAILS

REMOVE GUARDRAILS

HANDRAILS WELDED TO GATE,

CUT OFF AND GRIND FLUSH

NOTES:

1. WALKWAY FRAMING TO BE WELDED TO TOP CHANNEL OF GATE.

2. CONTRACTOR SHALL VERIFY GRATING WILL HAVE SUFFICIENT CLEARANCE

OVER HYDRAULIC CYLINDERS, BRACKETS, GATE LIFTING TABS, ETC. PRIOR

TO PROCURING WALKWAY STRUCTURE.

3. GRATING SHALL BE FASTENED TO FRAME TO ALLOW REMOVAL OF

INDIVIDUAL SECTIONS AS NECESSARY.

REMOVE EXISTING GRATING

FROM FACE OF CHANNEL

REMOVE GRATING

GRATING STITCH WELDED TO GATE,

REMOVE GRATING, GRIND WELDS FLUSH

1-1/2" GALVANIZED STEEL

GUARDRAIL OFFSET GUARDRAIL

FASTEN GUARDRAILS TO WALKWAY

FRAME

KICK

PLATE

C6X8.2 (TYP ALL CHANNELS)

EGLE

WRP036209 v1.0 Approved

X X

REMOVE AERATOR

VENT COVER

NOTCH CONCRETE AS

NEEDED TO FACILITATE

STEEL GRATING

INSTALLATION

CONCRETE LOCK WALL

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\BYPASS CONDUIT EXISTING CONDITIONS.dwg - 4/27/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

DEMOLITION PLAN AND SECTIONS

C-13

BYPASS CONDUIT INLET (TYP)

VALVE ACCESS CHAMBER (TYP)

INLET FROM RIVER

STEEL BUTTERFLY VALVE

BYPASS CONDUIT

CONNECTION TO HYDRAULIC OPERATING CYLINDER

C4X5.4 SUPPORT CHANNEL

1 3/4" Ø PILOT SHAFT

BUTTERFLY

VALVE FRAME

THRUST BEARING

- BUTTERFLY VALVE

EXISTING CONDITIONS PHOTO

C-13

REMOVAL NOTES:

1. REMOVE BUTTERFLY VALVE AND ASSOCIATED MOUNTING

HARDWARE AND VALVE STEM.

2. REMOVE HYDRAULIC CYLINDER AND MOUNTING HARDWARE.

C-13

HYDRAULIC CYLINDER (TYP OF 2)

BUTTERFLY VALVE (TYP OF 2)

EL 595.75 +/- (FIELD VERIFY)

25" WIDE x 28" TALL

CULVERT (FIELD VERIFY)

INLET TRASH RACK

A C-13

BUTTERFLY VALVE

EL 585.0 +/- (FIELD VERIFY)

2'-1"

2' -4

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

A

C-13

SECTION

1 2

SCALE, FEET

33"

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

C-13 BYPASS CONDUITS

PLAN

4 8

SCALE, FEET

SCALE: 1" = 1'-0"

C-13 EXISTING BUTTERFLY VALVE

DETAIL

1 2

SCALE, FEET

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

C-13 AERATOR VENT COVER

PLAN

1 2

SCALE, FEET

NOT TO SCALE

C-13 AERATOR VENT COVER

PHOTO

1'-4"

1' -4

EGLE

WRP036209 v1.0

Approved

X X

2' -6

2'

-6

NOTCH CONCRETE AS

NEEDED TO FACILITATE

STEEL GRATING

INSTALLATION

CONCRETE LOCK WALL

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\BYPASS CONDUIT IMPROVEMENTS.dwg - 4/28/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

PROPOSED BYPASS CONDUIT IMPROVEMENTS

C-14

BYPASS CONDUIT INLET (TYP)

VALVE ACCESS CHAMBER (TYP)

NEW STEEL SLUICE GATE

A C-14

STEEL GRATING

C-14

3/4 DIA HYDRAULIC HOSE. TO

RIGID. PROVIDE BYPASS VALVE

SEE DETAIL 1, C-16

EL 595.75 +/- (FIELD VERIFY)

HYDRAULIC CYLINDER

BY GATE SUPPLIER

SELF CONTAINED GATE FRAME

WITH GUIDES AND STIFFENERS

PER MANUFACTURER

EL 585.0 +/- (FIELD VERIFY)

MOUNT SELF-CONTAINED

HYDRAULICALLY ACTUATED

SLIDE GATE OVER APPROX 25"

WIDE AND 28" TALL

RECTANGULAR OPENING. FIELD

VERIFY DIMENSIONS

A C-14

A C-14

SCALE: 1" = 1'-0"

A

- SLUICE GATE

DETAIL

1 2

SCALE, FEET

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

- BYPASS CONDUITS

PLAN

4 8

SCALE, FEET

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

A

- SLUICE GATE

ELEVATION

1 2

SCALE, FEET

HW EL 594.2' SEE TYPICAL DETAIL 1, C-16

FOR ISOLATION AND BYPASS

DETAILS

SCALE: 3" = 1'-0"

C-14 EMBEDDED SEAL ANGLE

DETAIL

1/2 1

SCALE, FEET

EXISTING CONCRETE WALL

#4 HOOKED DOWEL 12" OC

VERTICALLY 12" MIN EMBED

(TYP.)

VERTICAL #4 BAR

L3X3X5/16

STRUCTURAL CONCRETE

C-14

STEEL GRATING

NOTCH CONCRETE TO

FACILITATE STEEL

GRATING INSTALLATION

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

C-14 AERATOR VENT GRATING

PLAN

1 2

SCALE, FEET

0AERATOR VENT

COVER (TYP)

C-14

3" NELSON STUD

1'-4"

1' -4

EGLE

WRP036209 v1.0

Approved

XXXXX

X

XXX

X

XXX

X

XXXXXXXXXXXXX

X X

X

6'-11"

4' -7

/2

3'-5"

3'-4" 2'

-7

/2

5"

3/

4"

1'-5"

C-15

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING LOCK HYDRAULIC OPERATING SYSTEM DEMOLITION PLAN.dwg - 4/28/2022

MICHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND

BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

GEI Project 1904013

If this scale bar does not measure 1" then drawing is not original scale.

Attention: CHEBOYGAN LOCK FACILITY REPAIR

CHEBOYGAN, MI

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

Consultants

0 1"

NO. DATE ISSUE/REVISION APP

A 12/22/2021 PHASE 500 - 50% DESIGN SAE

B 4/29/2022 PHASE 500 - 90% DESIGN SAE

Designed:

Checked:

Drawn:

JEP

KAR

JEP

Approved By: SAE

SHEET NO.

DWG. NO.

OF 35

90% DESIGN - NOT FOR CONSTRUCTION

LOCK HYDRAULIC OPERATING SYSTEM DEMOLITION

PLAN

C-15

GATE CYLINDER

SLUICE GATE

(TYP OF 4)

HYDRAULIC HOSES

REMOVE STEEL HYDRAULIC LINES AND GALVANIZED RACEWAY

HPU, TANK, AND CONTROL VALVES

WEST HYDRAULIC

BUILDING POWER UNIT

C-15 HYDRAULIC POWER UNIT ROOM

(EAST SIDE)

PLAN

REMOVE STEEL HYDRAULIC LINES AND GALVANIZED RACEWAY

REMOVE STEEL HYDRAULIC LINES AND GALVANIZED RACEWAY

HPU, TANK, AND CONTROL VALVES

SCALE: N.T.S.

C-15 HYDRAULIC RACEWAY

SECTION

SCALE: N.T.S.

C-15 HYDRAULIC RACEWAY

SECTION

C-15

C-15

TIMBER RAIL

SUPPORTS

STEEL RAILING

GALVANIZED RACEWAY

STEEL HYDRAULIC LINES

RAILING BRACE

LOCK CONCRETE WALL

CHAIN LINK

FENCE

GALVANIZED

RACEWAY

STEEL HYDRAULIC

LINES

10 HP 440V HYDRAULIC POWER UNIT W/6

SOLENOID FLOW CONTROL VALVES

AND PILOT OPERATED CHECK VALVES

HPU FLOW CONTROL RELAY BOX

12 VOLT POWER SUPPLY

EAST SIDE MOTOR DISCONNECT

EAST SIDE MOTOR STARTER

WEST SIDE MOTOR STARTER

WEST SIDE MOTOR DISCONNECT

GATE CYLINDER

GENERAL REMOVAL NOTES:

1. RELOCATE ELECTRICAL AND CONTROL DEVICES AS NOTED AND

PROVIDE JUNCTION BOXES AND EXTEND WIRING AS REWIRED.

GATE CONTROL PANEL

LOCK ATTENDANT BUILDING

ELECTRIC SERVICE

SLUICE GATE (TYP OF 2)GATE CYLINDERS

C-13

C-13

5 10

SCALE, FEET

SCALE: 3/16" = 1'-0"

HYDRAULIC POWER UNIT ROOM (EAST SIDE)

2 4

SCALE, FEET

WALLS OF LOCK ATTENDANT BUILDING

REMOVAL NOTES:

1. REMOVE AND RELOCATE EAST AND WEST SIDE MOTOR DISCONNECTS

FOR HYDRAULIC POWER UNITS TO NEW ENCLOSURE.

2. REMOVE AND RELOCATE EAST AND WEST SIDE MOTOR STARTERS FOR

HYDRAULIC POWER UNITS TO NEW ENCLOSURE.

3. REMOVE ALL HYDRAULIC PIPING AND HOSE FROM CYLINDERS TO HPU.

REMOVE RACEWAY AS WELL.

4. REMOVE GATE CYLINDERS. INSPECT FOR LEAKS, REPAIR AND RE-PAINT

AND RE-INSTALL PER SPECIFICATIONS.

5. REMOVE SLUICE GATE CYLINDERS. INSPECT FOR LEAKS, REPAIR AND

RE-PAINT AND RE-INSTALL PER SPECIFICATIONS.

6. PROVIDE NEW WIRE AND FLEXIBLE CONDUIT FROM RELAY BOX TO

CONTROL VALVES ON ELEVATED HPU.

7. REMOVE BUILDING ROOFING, GUTTERS, AND FACIA BOARDS AND

REPLACE WITH NEW TO MATCH EXISTING. PROVIDE ICE GUARD AND 30

YEAR SHINGLES. PAINT BUILDING TO MATCH EXISTING.

8. REMOVE AND REFURBISH CONTROL PANEL. SEE DETAIL 1 ON SHEET

EWD-1.

9. REMOVE HYDRAULIC POWER UNIT AND ASSOCIATED CONTROL VALVES,

PUMP, TANK, AND MOTOR. ALL HYDRAULIC OIL TO BE DISPOSED OF IN

APPROVED MANNER AND EQUIPMENT SHIPPED TO ORIGINAL FABRICATOR

AND REFURBISHED PER SPECIFICATIONS.

EGLE

WRP036209 v1.0

Approved