17264 WRP036209 - Cheboygan Lock Facility (3 of 3).pdf
PDF 3 MB Posted
- Attached to
- 751/17264. ABG; Cheboygan Lock Facility Repairs
- Solicitation number
- RFQ - 171 - 240000000124
- Issued by
- Cheboygan County, Chesaning Village, Michigan
About this file
This document contains design drawings and details for the Cheboygan Lock Facility Repair project located in Cheboygan, Michigan. The project is being managed by the Michigan Department of Technology, Management and Budget (DTMB). The key work includes refurbishing the hydraulic operating system, upgrading safety systems, repairing concrete, and installing a new soldier pile retaining wall and gabion basket slope. Bid documents must be uploaded to the SIGMA VSS system, and any questions should be emailed to the project contact, Kevin Roell of GEI Consultants. Bids are due by 2:00 PM on a date to be determined.
The project scope and drawings indicate that the contractor will need to provide a range of materials and services, including hydraulic components, concrete work, structural steel, fencing, and earthwork. Funding for the project is provided by the state. No information is provided about any minority or small business set-asides, incumbent contractors, or the current operating environment of the lock facility.
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\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PROPOSED LOCK HYDRAULIC OPERATING SYSTEM.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 LOCK HYDRAULIC OPERATING SYSTEM
C-16
REFURBISHED MITER GATE CYLINDERS (TYP OF 2)
REFURBISHED SLUICE GATE CYLINDERS (TYP OF 4)
REPLACE HYDRAULIC HOSES (TYP 6 PER GATE LEAF (24 TOTAL))
NEW HYDRAULIC LINES AND RACEWAY AS SPECIFIED
REFURBISH HPU SYSTEM (TYP. OF 2)
C-16
NEW HYDRAULIC LINES AND
RACEWAY AS SPECIFIED
NEW HYDRAULIC LINES AND RACEWAY AS SPECIFIED
REFURBISHED MITER GATE CYLINDERS (TYP OF 2)
REFURBISHED SLUICE GATE CYLINDERS (TYP OF 2)
SCALE: N.T.S.
C-16 HYDRAULIC RACEWAY
SECTION
SCALE: N.T.S.
C-16 HYDRAULIC RACEWAY
SECTION
C-16
C-16
ALUMINUM RAILING
STAINLESS STEEL RACEWAY
MOUNT TO NEW RAILING
STAINLESS STEEL
HYDRAULIC LINES
CHAIN LINK FENCE
SCALE: N.T.S.
C-16 HYDRAULIC POWER UNIT ROOM (EAST SIDE)
PLAN
5 10
SCALE, FEET
PUMP HOUSE BUILDING
LOCK
CONCRETE WALL
STAINLESS STEEL
HYDRAULIC LINES
STAINLESS STEEL
RACEWAY MOUNT
TO EXISTING
CHAIN LINK FENCE
PROVIDE NEW JUNCTION
BOXES AS REQUIRED (TYP)
OR USE EXISTING WIRING
TROUGH
REFURBISHED HPU AND PROVIDED
ON STAND AS SPECIFIED
C-16
SCALE: N.T.S.
C-16 HYDRAULIC CYLINDER
CONNECTIONS WITH BYPASS
VALVES
TYPICAL DETAIL (ALL CYLINDERS)
REFURBISHED
HYDRAULIC
CYLINDER
PROVIDE BALL VALVES FOR
CYLINDER ISOLATION (TYP)
PROVIDE
BALL VALVE
FOR BYPASS
LINE TO
FACILITATE
FLUSHING
(TYP)
ELECTRICAL CABINET
SEE DETAIL 4, EWD-1
C-16
REFURBISHED
CONTROL PANEL
EGLE
WRP036209 v1.0
Approved Issued On:01/09/2023
Expires On:01/09/2028
AutoCAD SHX Text
1 (X9)
(X2) (X2)
(X2)(X5)
(X5)
OFF ON
WEST MOTOR
RUN OFF ON
EAST MOTOR
RUN
UPSTREAM LT
RED GREEN
DOWNSTREAM LT
RED GREEN
U/S BYPASS VALVE
OFF
OPEN CLOSE
UPSTREAM GATE
OFF
OPEN CLOSE
DOWNSTREAM GATE
OFF
OPEN CLOSE
D/S SPRUE VALVE
OFF
OPEN CLOSE
U/S SPRUE VALVE
OFF
OPEN CLOSE
PLAN NOTES:
1. CONTRACTOR TO REMOVE ENCLOSURE COVER, STRIP AND RE-PAINT TO GLOSS
WHITE, RUST-OLEUM PROFESSIONAL OR EQUIVALENT.
2. CONTRACTOR TO REMOVE EXISTING COMPONENTS AND REPLACE WITH NEW PER
ABOVE SCHEDULES.
3. U/S = UPSTREAM, D/S = DOWNSTREAM.
EAST HPU
MOTOR
HP
30A
20A
PLAN NOTES:
1. CONTRACTOR TO REMOVE EXISTING MOTOR
FUSIBLE DISCONNECT SWITCHES AND MOTOR
STARTERS.
PLAN NOTES:
1. CONTRACTOR TO INSTALL TWO NEW STAINLESS STEEL NEMA 4X
COMBINATION STARTERS ON EXTERIOR STAND. STARTERS
SHALL BE NEMA SIZE 1, w/EUTECTIC OVERLOADS SIZED FOR 12.5
FLA (S.F. = 1.15).
2. CONTRACTOR TO UTILIZE EXISTING INTERIOR WIRE TROUGH FOR
BRANCH CIRCUIT AND MOTOR LEAD CONNECTIONS.
3. CONTRACTOR SHALL VERIFY MOTOR ROTATION UPON
COMMISSIONING.
4. CONTRACTOR TO LABEL NEW MOTOR STARTERS AS SHOWN, 1" x
3" ENGRAVED PHENOLIC LEGENDS.
WIRE TROUGH
WEST HPU
MOTOR
30A
20A
EAST HPU
MOTOR
DISCONNECT
EAST HPU
MOTOR
STARTER
WEST HPU
MOTOR
DISCONNECT
WEST HPU
MOTOR
STARTER
EAST HPU
MOTOR
HP
WIRE TROUGH
WEST HPU
MOTOR
HP
30A
20A
WEST HPU MOTOR
COMBINATION STARTER
30A
20A
EAST HPU MOTOR
COMBINATION STARTER
LOCATED ON
EXTERIOR
STAND
EAST
HYDRAULIC PUMP
ENGRAVED LEGEND
- GATE CONTROL STATION
DETAIL 2
- EXISTING ONE LINE WIRING DIAGRAM
DETAIL
- PROPOSED ONE LINE WIRING DIAGRAM
DETAIL
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\GATE CONTROLS & WIRING DIAGRAMS.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:
JDT
KAR
JDT
Approved By: JRB
SHEET NO.
DWG. NO.
OF 35
90% DESIGN - NOT FOR CONSTRUCTION
GATE CONTROLS & WIRING DIAGRAMS
EWD-1
MINIMUM CLEARANCE SHALL BE 24"
FROM FINISHED GRADE TO BOTTOM OF ENCLOSURES.
HOT DIPPED GALVANZIED 1-5/8" UNISTRUT
w/STRUT CLAMPS
MOUNTING STRUCTURE
1. 3" RGS W/CAP, 42" MINIMUM BURY, 12" DIA
SONOTUBE W/QUIKRETE.
- PROPOSED EQUIPMENT RACK
DETAIL
EAST HYDRAULIC
PUMP
WEST HYDRAULIC
PUMP
HP
480V - 3 PHASE
WEST
HYDRAULIC PUMP
ENGRAVED LEGEND
EAST HPU BRANCH CIRCUIT
FROM SERVICE PANEL
WEST HPU BRANCH CIRCUIT
FROM SERVICE PANEL
480V - 3 PHASE 480V - 3 PHASE
EAS HPU BRANCH CIRCUIT
FROM SERVICE PANEL WEST HPU BRANCH CIRCUIT
FROM SERVICE PANEL
1" RGS CONDUIT
3/C #10 AWD w/GND
3/C #10 AWD w/GND
480V - 3 PHASE
1" RGS CONDUIT
3/C #10 AWD w/GND
3/C #10 AWD w/GND
EGLE
WRP036209 v1.0
Approved Issued On:01/09/2023
Expires On:01/09/2028
XXXXXX
XXX
X
XXXX
X
XXXXXXXXXXXXX
X X
X
X X X X X X X X X X X X X X
X X
X X
X X X X X X X X X X X X X X
X X
X X
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING LOCK SAFETY & DEMO.dwg - 4/25/2022
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 LOCK SAFETY & DEMO
C-17
SCALE:
0 5 10
1" = 5'
- LOCK SAFETY UPGRADES
PLAN
EXISTING
DRAWBRIDGE
FOUNDATION
EXISTING LOCK SAFETY CHAINS
(NOT TO SCALE)
EXISTING LOCK WOOD BUMPERS
(NOT TO SCALE)
REMOVE EXISITNG SAFETY
CHAINS, STEEL POSTS, AND
TIMBER BUMPERS
REMOVE FENCE TO ALLOW
ACCESS TO HYDRAULIC
OPERATING SYSTEM
REMOVE EXISTING RAILING AND
DIAMOND PLATE MESH ON UPSTREAM
AND DOWNSTREAM MITER GATES
REMOVE POSTS AND CHAINS
REMOVE WOODEN BUMPERS
EXISTING BOAT ANCHOR CABLES
(NOT TO SCALE)
REMOVE EXISTING ANCHOR CABLES
REMOVE EXISTING ANCHOR CABLES
EGLE
WRP036209 v1.0 Approved
XXXXXX
XXX
X
XXXX
X
XXXXXXXXXXXXX
X X
X
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PROPOSED LOCK SAFETY UPGRADES.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
PROPOSED LOCK SAFETY UPGRADES
C-18
SCALE:
0 5 10
1" = 5'
- LOCK SAFETY UPGRADES
PLAN
SCALE:
0 1 2
1" = 1'
A
C-18 HANDRAIL
TYPICAL SECTION
SCALE:
0 1 2
1" = 1'
B
C-18 HANDRAIL
TYPICAL ELEVATION
A C-18
B C-18
B C-18
EXISTING
DRAWBRIDGE
FOUNDATION
STEEL FRAMED
PLATFORM WITH
GRATING (TYP)
REMOVE AND REPLACE
MECHANICAL FASTENERS
OF EXISTING LADDER
SUPPORT ANGLES
INSTALL HANDRAIL
(TYP)
SAFETY GATE WITH
AUTO-CLOSE HINGES
KICK PLATE
HANDRAIL POSTS 5' OC
3' -6
1'
-9
0' -8
0'
-2
INSTALL MAN
GATES AT
STAIRWAYS
S-05
S-05
C C-18
SCALE:
0 5 10
1" = 5'
C
C-18 ANCHOR
CABLES
TYPICAL SECTION
D C-18
SCALE:
0 1 2
1" = 1'
D
C-18 ANCHOR
CABLES
TYPICAL DETAIL
EXISTING CONCRETE
LOCK SUB-STRUCTURE
PROPOSED GUARDRAIL
CABLE ANCHOR (TYP. 8
PER SIDE, EVERY 10')
PROPOSED GUARDRAIL
HILTY HY 200
EPOXIED 1/2" HAS
THREADED ROD
VINYL COATED
STEEL CABLE
WIRE ROPE SLEEVE
F C-18
SCALE:
0 1 2
1" = 1'
F
C-18 CABLE
ANCHORS
TYPICAL DETAIL
WIRE ROPE SLEEVE
VINYL COATED
STEEL CABLE
CONCRETE FILL
FORM (REMOVE
BUCKET PRIOR TO
INSTALLATION)
HOOKED #4 BAR
EMBED IN CONCRETE
FILL
1/2" GALVANIZED
CLEVIS HOOK
EPOXIED EYE BOLT
CONNECTION
6"
8"
KICK PLATE
PROTECT ALUMINUM
BASE PLATE WITH
RUBBER PADDING
OR BITUMINOUS
SEALANT.
10' TYP. CABLE ANCHORS
EGLE
WRP036209 v1.0
Approved Issued On:01/09/2023
Expires On:01/09/2028 file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt
3' -2
/2
4' 4'
3'
3'
2' -7
2' -4
/2
4'4'
3' -1
/4
3' 3'
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PLATFORM FRAMING.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
EDGE OF CONCRETE
MITER GATE PIN
ANCHORAGES
S-06
S-06
S-06
C6X8.2
(TYP.)
HSS 3X3X3/16"
(TYP.)
5X5X1/4" PL
(TYP.)
C6X8.2
(TYP.)
HSS 3X3X3/16"
(TYP.)
5X5X1/4" PL
(TYP.)
NOTES:
1. ALL PLATFORMS SHALL UTILIZE MCNICHOLS GW-75 OR GW-75-2 SERIES GRATING.
2. GRATING SHOULD NOT SPAN GREATER THAN 3 FEET IN ANY DIRECTION.
PLATFORM FRAMING
S-05
DOWNSTREAM LEFT PLATFORM
PLAN
DOWNSTREAM RIGHT PLATFORM
PLAN
EGLE
WRP036209 v1.0
Approved
2'-8"
3'-0"
5 1/2"
5/16
TYP. ALL C TO HSS
CONNECTIONS
SEE NOTE 1
4'-0"
1'
3/ 4"
3/
8"
3/ 8"
4'-0"
2'-4 1/4"
3'-0"
3' -6
3/
8"
3/ 8"
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PLATFORM FRAMING DETAILS.dwg - 3/21/2022
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
SCALE: 1" = 1'
S-05 DOWNSTREAM LEFT PLATFORM
SECTION
SCALE: 1" = 1'
S-05 DOWNSTREAM LEFT PLATFORM
SECTION
NOTES:
1. FILLET WELD ALL CHANNEL TO HSS CONNECTIONS ALONG INSIDE
EDGE OF CHANNEL SECTION INCLUDING FLANGES AND WEB.
2. OFFSET EDGE CHANNEL APPX. 1/2" DOWN FROM TOP OF HSS
COLUMN TO ALLOW WELD ALONG TOP EDGE OF CHANNEL.
SCALE: 1" = 1'
S-05 DOWNSTREAM RIGHT PLATFORM
SECTION
HSS 3X3X3/16"
(TYP.)
7"X7"X3/8" PL
(TYP.)
7" 5"
5"1"
1"
NOT TO SCALE
- COLUMN BASEPLATE
DETAIL
2 1/2"
EDGE OF EXISTING
CONCRETE
NOT TO SCALE
- COLUMN BASEPLATE
DETAIL
8" M
IN
1/2" X 10" HILITI HAS THREADED ROD
HILTI HIT-HY-200-A
ANCHOR EPOXY
3"X3"X3/16" HSS
3' -6
3/ 8"
1-1/2" GALVANIZED STEEL HANDRAIL
1' -9
EXISTING CONCRETE
PLATFORM FRAMING DETAILS
1/
2" M
IN
7"X7"X3/8" PL
S-06
5/16 TYP.5/16
5/16 TYP.
EGLE
WRP036209 v1.0
Approved
X
X
XXX
X
F
STM
30'
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING DOWNSTREAM LOCK & SSP WALL.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 LOCK
PLAN
SCALE, FEET
40200
EXISTING DOWNSTREAM LOCK & SSP WALL
DO NOT STAGE CONSTRUCTION
MATERIALS ON RETAINED SOIL
TO AVOID SURCHARGE LOADS
POSSIBLE STAGING AREA
POSSIBLE STAGING AREA
AVOID SURCHARGING
RETAINED SOIL
- VIEW OF DOWNSTREAM LOCK LOOKING
UPSTREAM
PHOTO1
- DOWNSTREAM LOCK AND FAILING SHEET PILE
WALL
PHOTO
DOWNSTREAM LOCK ACCESS
- VIEW OF DOWNSTREAM RIGHT LOCK CHANNEL
PHOTO
S-07
S-07
S-07
S-07
PO
SS
IB
LE
S
TA
G
IN
G A
RE
A
EGLE
WRP036209 v1.0
Approved
0+00 0+05 0+10 0+15 0+20 0+25 0+30 0+35 0+40 0+45 0+50 0+55 0+60 0+65 0+70 0+75 0+78
X
XX
0+10 0+20 0+30 0+40 0+50 0+60 0+70 L1 L2
L3 0+00
0+79.79 L4
TC
TC TC TC TC TC TC TC TC
TC
TC
H-PILE ALIGNMENT TABLE
LINE #
L1
L2
L3
BEGIN STA
0+00
0+05.63
0+66.63
END STA
0+05.63
0+66.63
0+77.96
LENGTH
5.63'
61.01'
11.32'
BEGIN NORTHING
846195.59
846200.98
846260.61
BEGIN EASTING
19656137.92
19656139.52
19656152.42
END NORTHING
846200.98
846260.61
846271.85
END EASTING
19656139.52
19656152.42
19656153.79
DIRECTION
N16°29'23"E
N12°12'15"E
N06°57'01"E
PROPERTY LINE ALIGNMENT
LINE #
L4
BEGIN STA
0+00
END STA
0+79.79
LENGTH
79.79'
BEGIN NORTHING
846196.72
BEGIN EASTING
19656136.78
END NORTHING
846274.87
END EASTING
19656152.87
DIRECTION
N11°38'00"E
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\SOLDIER PILE WALL.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
HP 14X89
H-PILES
SCALE: 1" = 5'
S-08 SOLDIER PILE WALL
ELEVATION
SOLDIER PILE & LAGGING WALL
PLAN
S-08
NZ 21 SHEET PILE LAGGING
3' TYP.
' T
YP
9.19' TYP. TO MATCH SHEETING
S-08
NOT TO SCALE
S-08 UPSTREAM CONNECTION
DETAIL
SCALE, FEET
S-08
REMOVE EXISTING
SHEET PILE WALL
(BOTTOM ELEVATION UNKNOWN)
GREAT LAKES TISSUE
PROPERTY LINE
NOT TO SCALE
S-08 DOWNSTREAM CONNECTION
DETAIL
SOLDIER PILE WALL
Ø 3'
EXISTING
CONCRETE
LOCK WALL
EXISTING SHEET PILE WALL
(TO BE REMOVED AFTER NEW WALL INSTALLATION)
CONCRETE FOUNDATION
PROPOSED NZ21
STEEL SHEET PILES
FIRST SHEET TO BEAR AGAINST
ANGLED SECTION OF LOCK WALL
DRIVE FINAL
SHEET INTO
BELLY OF
EXISTING
SHEET PILE
WALL
EXISTING SHEET
PILE TO REMAIN
REST OF EXISTING
WALL TO REMAIN
ADJUST LOCATION OF CONCRETE
FOUNDATION IF NECESSARY TO
ALLOW SHEET PILE TO BEAR
AGAINST EXISTING WALL
TOP OF SHEET PILE WALL
EL 583.5'
LOW WATER LEVEL
EL 577.0'
TOP OF CONCRETE CAISSON
EL 570.0'
BOT OF CONCRETE
CAISSON
EL 550.0'
CONSTRUCTION SEQUENCE NOTES:
1. LAYOUT CONCRETE FOUNDATIONS ACCORDING TO SPECIFIED SPACING AND
ALIGNMENT. VERIFY FOUNDATIONS AND WALL ARE PROPERLY ALIGNED AND
MEASURED BEFORE BEGINNING CONSTRUCTION.
2. AUGER 1ST CONCRETE FOUNDATION TO SPECIFIED DEPTH. CASE HOLE AS
NECESSARY DURING SOCKET EXCAVATION.
3. POUR 1ST CONCRETE FOUNDATION TO SPECIFIED ELEVATION, AND SET H PILE
PLUMB AND TRUE. BRACE PILE TO PREVENT MOVEMENT.
4. REPEAT PROCESS FOR ALL 9 CONCRETE FOUNDATIONS AND ALLOW 14 DAYS CURE
TIME.
5. INSTALL SHEET PILE AS SPECIFIED ON DRAWINGS AND SPECS.
6. EXCAVATE EARTH BETWEEN NEW SHEET PILE WALL AND EXISTING SHEET PILE WALL
TO BOTTOM OF EXISTING CHANNEL. APPX. EL 570.
7. REMOVE EXISTING SHEET PILE WALL.
8. RESTORE EXTENTS OF DISTURBED SOIL.
LOCK CHANNEL
LOCK OULET
H-PILE ALIGNMENT
176° 175°
5°
BOT OF SHEET PILE WALL
EL 569.0'
TURBIDITY CURTAIN
S-08
CUT PROPOSED SHEET AS
NEEDED TO BEAR ON EXISTING
SHEET PILE
REMOVE STEEL
PILE CAP
REMOVE ALL HELICAL SCREW
ANCHORS AT TOP OF WALL (TYP.)
EGLE
WRP036209 v1.0
Approved
X X X X X
HIGH WATER
EL. 582.40'
LOW WATER
EL. 577.20'
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\LOCK TOE SCOUR REHABILITATION.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
LOCK TOE SCOUR REHABILITATION
C-19
SCALE:
0 5 10
1" = 5'
- LOCK TOE SCOUR REHABILITATION
PLAN
SCALE:
0 5 10
1" = 5'
A
- LOCK TOE SCOUR REHABILITATION
SECTION
GROUT BENEATH EXISTING SLAB
MDOT PLAIN RIP RAP
2' MIN
30' MIN
EXISTING CONCRETE OVERPOUR SLAB
MDOT PLAIN RIP RAP
EXISTING CONCRETE SLAB
GEOTEXTILE FABRIC
EL. 572.20'
EL. 594.95'
LOCK CONCRETE WING WALL
CONSTRUCT NEW DOWNSTREAM LEFT
SOLDIER PILE & SSP WALL
DOWNSTREAM RIGHT SSP WALL
STOPLOG SLOTS
LOCK CONCRETE WING WALL
STOPLOG SLOTS
DOWNSTREAM SSP WALL
NOTES:
1. WORK ON THIS SHEET TO BE COMPLETED FOLLOWING THE
INSTALLATION OF THE SOLDIER PILE AND SSP LAGGING WALL.
EGLE
WRP036209 v1.0 Approved
STM
B-7
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
TC
TCTCTCTCTCTCTCTC
TC
X
X
X
X X
X
X
570570
590 590
LO
C
LO
C
LOC
LOC
LOC
LOC
LO
C
LO
C
LO
C
LO
C
LOC
LOC
LOC
LOC
LOC
LO
C
LO
C
LOC
LOC
LO
C
LO
C
LO
C
LOC LOC LOC LOC LOC LOC LOC LOC LOC
B-7
SILTY CLAYEY SAND, TOPSOIL
REDDISH BROWN SILTY CLAY
OCC. SILT & SILY SAND
STIFF, MOIST TO DAMP
REDDISH BROWN SILTY CLAY
FIRM TO STIFF-WET
BROWN SILTY FINE SAND
TRACE GRAVEL
DENSE - DAMP TO WET
BROWN SILTY CLAYEY SAND
TRACE GRAVEL
EXTREMELY DENSE - GLACIAL
TILL DAMP
FOR
0.5'
FOR
0.5'
EXISTING GABION BASKET DEMOLITION PLAN
C-20
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
PLAN
A C-20
A C-20
SCALE:
0 5 10
1" = 5'
A
C-20 GABION BASKET SLOPE
SECTION
CHEBOYGAN LOCK
CHEBOYGAN RIVER
ACCESS FROM SOUTH ST
GREAT LAKES TISSUE PLANT
PROPOSED TURBIDITY CURTAIN
PROPOSED TURBIDITY CURTAIN
REMOVE EXISTING GABION BASKETS
DEMOLITION NOTES:
1. SESC MEASURES TO BE IN PLACE PRIOR TO ANY REMOVAL, DEMO, EXCAVATION,
ETC.
2. REMOVE DETERIORATED GABION BASKETS AND DISPOSE OF WIRE MESH AT
APPROPRIATE OFFSITE LOCATION.
3. CLEAN EXISTING GABION BASKET FILL STONES MAY BE REUSED. CONTRACTOR
SHALL TAKE CARE NOT TO INCLUDE ANY FOUNDATION MATERIAL, FINES, ETC. IN
ANY REUSE MATERIAL. IF SIGNIFICANT FINES CONTENT IS OBSERVED,
CONTRACTOR SHALL WASH STONE PRIOR TO REUSE OR DISPOSE OF AT
OFFSITE LOCATION.
4. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING ACCESS STAIRS
NOR THE CORRESPONDING FOUNDATION ELEMENTS AT EACH END OF EXISTING
GABION BASKETS.
REMOVE AND
REPLACE EXISTING
ACCESS STAIRS
REMOVE EXISTING 12" Ø CULVERT
EXISTING ELECTRICAL SUBSTATION
REMOVE EXISTING
GABION BASKETS
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING GABION BASKET DEMOLITION PLAN.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
REMOVE AND REPLACE EXISTING ACCESS STAIRS
REMOVE AND REPLACE
WOOD FENCE IN KIND
EGLE
WRP036209 v1.0
Approved Issued On:01/09/2023
Expires On:01/09/2028 file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt
B-7
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
O/ E
TC
TCTCTCTCTCTCTCTC
TC
X
X
0+001+002+003+004+004+00 0+00
4+00 N: 846556.74
E: 19656038.05
STM
N: 846340.48 E: 19656215.91
LOC
LOC
LO
C
LOC
LOC
LO
C
LO
C
LOCLOC
LO
C
LO
C
LO
C
LOC LOC LOC LOC LOC LOC LOC LOC LOC
X X
X
X
X
X
TYPICAL STIFFENERS
SIDE
END
SIDE
LID
DIAPHRAGMS
LACING WIRE
NOTE:
WIRE AND CONNECT FRONT AND BACK
MESH WITH STIFFENERS TO PREVENT
WALL BULGING
DIAPHRAGMS
STIFFENERS
STIFFENERS
LOOP TWO MESHES AT
EACH END OF STIFFENER
BASE
3'
1' MDOT
#57 STONE
3'
3'
3' (MAX)
ALL INTERIOR
GABION CELLSALL END GABION CELLS
WELDED WIRE MESH TWISTED WIRE MESH
MIN. O.D. + 24"
MIN. 12"
MIN. 6"
CULVERT PIPE
COMPACTED EMBANKMENT FILL
COMPACTED COARSE AGGREGATE SUBBASE
VARIES
PROPOSED GABION BASKETS
C-21
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
PLAN
SCALE:
0 5 10
1" = 5'
A
C-21 GABION BASKET SLOPE
SECTION
SCALE: N.T.S.
C-21 GABION BASKET
TYPICAL DETAIL
PROPOSED TURBIDITY CURTAIN
PROPOSED GABION BASKETS
TURBIDITY CURTAIN
GABION BASKETS
EMBANKMENT FILL
COARSE AGGREGATE SUBBASE
MDOT PLAIN RIP RAP
(SEE NOTE 1)
2'
2H 1V
65'
150' ZONE
MDOT HEAVY RIP RAP 65'
REMOVE AND REPLACE
EXISTING STAIRS
NOTES:
1. SUBSTITUTE MDOT HEAVY RIP RAP FOR MDOT PLAIN RIP RAP FOR 150' ZONE ACROSS FROM GLT PLANT DISCHARGE.
GEOTEXTILE FABRIC
2H 1V
ASSUMED EXCAVATION
SLOPE BELOW WATERLINE
ASSUMED TEMPORARY
EXCAVATION SLOPE ABOVE
WATERLINE TO MEET OSHA
REQUIREMENTS
~2H 1V
REMOVE AND REPLACE
WOODEN FENCE
RESTORE DISTURBED SLOPES WITH EROSION CONTROL
BLANKETS, TOPSOIL, SEED, AND MULCH
3'
3' (TYP)
1.5' (TYP)
6°
WALL
BATTER
TOP OF WALL
EL 585.5'
EXISTING EARTH
EMBANKMENT
WALL FOUNDATION SHALL
BE EXCAVATED TO HARDPAN
EXISTING HARDPAN SOILSSUBBASE THICKNESS TO VARY
PROPOSED 12" Ø
HDPE CULVERT
I.E. 598.7'
PROPOSED 12" Ø
HDPE CULVERT
I.E. 585.5'
SCALE: N.T.S.
C-21 CULVERT
TYPICAL DETAIL
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PROPOSED GABION BASKETS.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
A C-21
A C-21
MDOT PLAIN RIP RAP
WRAP EDGE OF GABIONS (TYP)
REMOVE AND REPLACE
EXISTING STAIRS
EGLE
WRP036209 v1.0
Approved Issued On:01/09/2023
Expires On:01/09/2028 file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt
EL
EV
AT
IO
N
EL
EV
AT
IO
N
3+25
50 40 30 20 10 0
6.
6.
6.
6.
0.
0.
4.
4.
40 50
EL
EV
AT
IO
N
EL
EV
AT
IO
N
3+00
50 40 30 20 10 0
6.
6.
6.
6.
0.
1.
5.
5.
9.
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
2+75
50 40 30 20 10 0
6.
6.
6.
6.
1.
1.
5.
5.
0.
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
2+50
50 40 30 20 10 0
6.
6.
6.
6.
1.
1.
5.
5.
0.
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
2+25
50 40 30 20 10 0
6.
6.
6.
6.
1.
1.
5.
5.
0.
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
1+25
50 40 30 20 10 0
6.
6.
6.
6.
0.
0.
4.
5.
40 50
EL
EV
AT
IO
N
EL
EV
AT
IO
N 1+50
50 40 30 20 10 0
6.
6.
6.
6.
0.
0.
5.
5.
40 50
EL
EV
AT
IO
N
EL
EV
AT
IO
N
1+75
50 40 30 20 10 0
6.
6.
6.
6.
0.
1.
5.
5.
0.
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
2+00
50 40 30 20 10 0
6.
6.
6.
6.
1.
1.
5.
5.
0.
0.
EL
EV
AT
IO
N
EL
EV
AT
IO
N
1+00
50 40 30 20 10 0
6.
6.
6.
6.
0.
0.
4.
4.
40 50
EL
EV
AT
IO
N
EL
EV
AT
IO
N
0+75
50 40 30 20 10 0
6.
6.
6.
6.
0.
0.
4.
4.
40 50
EL
EV
AT
IO
N
EL
EV
AT
IO
N
0+50
50 40 30 20 10 0
6.
6.
6.
6.
0.
0.
4.
5.
40 50
PROPOSED GABION SLOPE SECTIONS
C-22
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
20 40
SCALE:
1" = 20'
- GABION BASKET SLOPE
SECTION
\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PROPOSED GABION SLOPE SECTIONS.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
EGLE
WRP036209 v1.0
Approved
File details come from the government source that posted it. Updated .