17264 WRP036209 - Cheboygan Lock Facility (1 of 3).pdf

This notice must be displayed at the site of work.

Laminating this notice or utilizing sheet protectors is recommended.

Please refer to the above permit number with any questions or concerns.

NOTICE OF AUTHORIZATION

Permit Number: WRP036209 v. 1 Date Issued: January 9, 2023 Site Name: 16-Cheboygan Lock Facility-Cheboygan Expiration Date: January 9, 2028

The Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, P.O. Box 30458, Lansing, Michigan 48909-7958, under provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended; specifically:

Part 31, Floodplain Regulatory Authority of the Water Resources Protection.

Part 301, Inland Lakes and Streams.

Authorized activity:

Excavate by mechanical means a total of 2,178 cubic yards of embankment material and existing gabion baskets from an area 280 feet long by 20 feet wide by 6.5 feet deep.

Discharge/install a total of 1,319 cubic yards of clean fill, including new gabion baskets, aggregate, and riprap, in an area along 280 feet of shoreline on Cheboygan River. Make necessary improvements to existing lock and weir system. All work shall be completed in accordance with the attached modified plans and the terms and conditions of this permit.

Waterbody Affected: Cheboygan River Property Location: Cheboygan County, City of Cheboygan

Town/Range/Section 38N01W31 Property Tax No. 052-031-403-001-00

Permittee:

Michigan Department of Natural Resources c/o Keith Cheli 120 A St.

Cheboygan, MI 49721

William Oeming Gaylord District Office Water Resources Division 989-619-8509

EGLE

WRP036209 v1.0

Approved Issued On:01/09/2023

Expires On:01/09/2028

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

PERMIT

Issued To:

Michigan Department of Natural Resources c/o Keith Cheli 120 A St.

Cheboygan, MI 49721

Permit No: WRP036209 v.1 Submission No.: HPH-6Q17-XC61E Site Name: 16-Cheboygan Lock Facility-Cheboygan Issued: January 9, 2023 Expires: January 9, 2028

This permit is being issued by the Michigan Department of Environment, Great Lakes, and Energy (EGLE), Water Resources Division, under the provisions of the Natural Resources and Environmental Protection Act, 1994 PA 451, as amended (NREPA); specifically:

Part 301, Inland Lakes and Streams Part 31, Water Resources Protection (Floodplain Regulatory Authority)

EGLE certifies that the activities authorized under this permit are in compliance with the State Coastal Zone Management Program and certifies without conditions under the Federal Clean Water Act, Section 401 that the discharge from the activities authorized under this permit will comply with Michigan’s water quality requirements in Part 31, Water Resources Protection, of the NREPA and associated administrative rules, where applicable.

Permission is hereby granted, based on permittee assurance of adherence to State of Michigan requirements and permit conditions, to:

Authorized Activity:

Excavate by mechanical means a total of 2,178 cubic yards of embankment material and existing gabion baskets from an area 280 feet long by 20 feet wide by 6.5 feet deep. Discharge/install a total of 1,319 cubic yards of clean fill, including new gabion baskets, aggregate, and riprap, in an area along 280 feet of shoreline on Cheboygan River. Make necessary improvements to existing lock and weir system. All work shall be completed in accordance with the attached modified plans and the terms and conditions of this permit.

Waterbody Affected: Cheboygan River Property Location: Cheboygan County, City of Cheboygan

Town/Range/Section 38N01W31 Property Tax No. 052-031-403-001-00

EGLE

WRP036209 v1.0

Approved

Michigan Department of Natural Resources 2 WRP036209 v.1

Authority granted by this permit is subject to the following limitations:

A. Initiation of any work on the permitted project confirms the permittee's acceptance and agreement to comply with all terms and conditions of this permit.

B. The permittee, in exercising the authority granted by this permit, shall not cause unlawful pollution as defined by Part 31 of the NREPA.

C. This permit shall be kept at the site of the work and available for inspection at all times during the duration of the project or until its date of expiration.

D. All work shall be completed in accordance with the approved plans and specifications submitted with the application and/or plans and specifications attached to this permit.

E. No attempt shall be made by the permittee to forbid the full and free use by the public of public waters at or adjacent to the structure or work approved.

F. It is made a requirement of this permit that the permittee give notice to public utilities in accordance with 2013 PA 174 (Act 174) and comply with each of the requirements of Act 174.

G. This permit does not convey property rights in either real estate or material, nor does it authorize any injury to private property or invasion of public or private rights, nor does it waive the necessity of seeking federal assent, all local permits, or complying with other state statutes.

H. This permit does not prejudice or limit the right of a riparian owner or other person to institute proceedings in any circuit court of this state when necessary to protect his rights.

I. Permittee shall notify EGLE within one week after the completion of the activity authorized by this permit by completing and forwarding an email detailing completion of the project.

J. This permit shall not be assigned or transferred without the written approval of EGLE.

K. Failure to comply with conditions of this permit may subject the permittee to revocation of permit and criminal and/or civil action as cited by the specific state act, federal act, and/or rule under which this permit is granted.

L. All dredged or excavated materials shall be disposed of in an upland site (outside of floodplains, unless exempt under Part 31 of the NREPA, and wetlands).

M. In issuing this permit, EGLE has relied on the information and data that the permittee has provided in connection with the submitted application for permit. If, subsequent to the issuance of a permit, such information and data prove to be false, incomplete, or inaccurate, EGLE may modify, revoke, or suspend the permit, in whole or in part, in accordance with the new information.

N. The permittee shall indemnify and hold harmless the State of Michigan and its departments, agencies, officials, employees, agents, and representatives for any and all claims or causes of action arising from acts or omissions of the permittee, or employees, agents, or representative of the permittee, undertaken in connection with this permit. The permittee's obligation to indemnify the State of Michigan applies only if the state: (1) provides the permittee or its designated representative written notice of the claim or cause of action within 30 days after it is received by the state, and (2) consents to the permittee's participation in the proceeding on the claim or cause of action. It does not apply to contested case proceedings under the Administrative Procedures Act, 1969 PA 306, as amended, challenging the permit. This permit shall not be construed as an indemnity by the State of Michigan for the benefit of the permittee or any other person.

O. Noncompliance with these terms and conditions and/or the initiation of other regulated activities not specifically authorized shall be cause for the modification, suspension, or revocation of this permit, in whole or in part. Further, EGLE may initiate criminal and/or civil proceedings as may be deemed necessary to correct project deficiencies, protect natural resource values, and secure compliance with statutes.

EGLE

WRP036209 v1.0

Approved

Michigan Department of Natural Resources 3 WRP036209 v.1

P. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity from EGLE. Such revision request shall include complete documentation supporting the modification and revised plans detailing the proposed modification. Proposed modifications must be approved, in writing, by EGLE prior to being implemented.

Q. This permit may be transferred to another person upon written approval of EGLE. The permittee must submit a written request to EGLE to transfer the permit to the new owner. The new owner must also submit a written request to EGLE to accept transfer. The new owner must agree, in writing, to accept all conditions of the permit. A single letter signed by both parties that includes all the above information may be provided to EGLE. EGLE will review the request and, if approved, will provide written notification to the new owner.

R. Prior to initiating permitted construction, the permittee is required to provide a copy of the permit to the contractor(s) for review. The property owner, contractor(s), and any agent involved in exercising the permit are held responsible to ensure that the project is constructed in accordance with all drawings and specifications. The contractor is required to provide a copy of the permit to all subcontractors doing work authorized by the permit.

S. Construction must be undertaken and completed during the dry period of the wetland. If the area does not dry out, construction shall be done on equipment mats to prevent compaction of the soil.

T. Authority granted by this permit does not waive permit requirements under Part 91, Soil Erosion and Sedimentation Control, of the NREPA, or the need to acquire applicable permits from the County Enforcing Agent (CEA).

U. Authority granted by this permit does not waive permit requirements under the authority of Part 305, Natural Rivers, of the NREPA. A Natural Rivers Zoning Permit may be required for construction, land alteration, streambank stabilization, or vegetation removal along or near a natural river.

V. The permittee is cautioned that grade changes resulting in increased runoff onto adjacent property is subject to civil damage litigation.

W. Unless specifically stated in this permit, construction pads, haul roads, temporary structures, or other structural appurtenances to be placed in a wetland or on bottomland of the water body are not authorized and shall not be constructed unless authorized by a separate permit or permit revision granted in accordance with the applicable law.

X. For projects with potential impacts to fish spawning or migration, no work shall occur within fish spawning or migration timelines (i.e., windows) unless otherwise approved in writing by the Michigan Department of Natural Resources, Fisheries Division.

Y. Work to be done under authority of this permit is further subject to the following special instructions and specifications:

1. Authority granted by this permit does not waive permit or program requirements under Part 91 of the NREPA or the need to acquire applicable permits from the CEA. To locate the Soil Erosion Program Administrator for your county, visit https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview and select “Soil Erosion and Sedimentation Control Agencies”.

2. The authority to conduct the activity as authorized by this permit is granted solely under the provisions of the governing act as identified above. This permit does not convey, provide, or otherwise imply approval of any other governing act, ordinance, or regulation, nor does it waive the permittee's obligation to acquire any local, county, state, or federal approval or authorization necessary to conduct the activity.

EGLE

WRP036209 v1.0

Approved Issued On:01/09/2023 https://www.michigan.gov/egle/about/organization/water-resources/soil-erosion/sesc-overview

Michigan Department of Natural Resources 4 WRP036209 v.1

3. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity and/or mitigation plan from EGLE. Such revision requests shall include complete documentation supporting the modification and revised plans detailing the proposed modification. Proposed modifications must be approved, in writing, by EGLE prior to being implemented.

4. All construction activities must be conducted under the knowledge and supervision of a licensed professional engineer. The permittee shall furnish a written statement from a professional engineer, certifying that they have supervised the authorized work and it is in accordance with the design plans and specifications.

5. Prior to commencing installation of the shore protection structure, the entire waterward perimeter of project site shall be isolated with a turbidity curtain to prevent movement of suspended sediments. The turbidity curtain shall be installed to extend from the bed of the waterbody to a point above the existing water’s surface. The turbidity curtain shall be maintained for the duration of the project and shall be left in place after completion until all disturbed sediments have settled.

6. All raw areas in uplands resulting from the permitted construction activity shall be effectively stabilized with sod and/or seed and mulch (or other technology specified by this permit or project plans) in a sufficient quantity and manner to prevent erosion and any potential siltation to surface waters or wetlands. Temporary stabilization measures shall be installed before or upon commencement of the permitted activity and shall be maintained until permanent measures are in place. Permanent measures shall be in place within five (5) days of achieving final grade.

7. All riprap shall be properly sized based on wave action and velocity, and shall consist of natural field stone or rock (free of paint, soil or other fines, asphalt, soluble chemicals, or organic material). Broken concrete is not allowed.

8. The placement of riprap as proposed does not establish a new shoreline nor shall it be construed to do so. The riprap is authorized as a protective structure placed for the explicit purpose of protecting the shoreline at the landward side of the riprap. Consideration of any future construction shall be based on the shoreline existing prior to riprap placement as authorized by this permit.

9. Photos shall be taken after the riprap has been installed but prior to the placement of backfill.

Photos shall be taken from each of the same vantage points as the photos submitted and attached on the project plans or “Photo Page”.

10.Upon completion of your project, you must complete and return the email and photos taken from each of the same vantage points showing the "as-built" condition of your project.

11.The email and required photos shall be forwarded to OemingW@michigan.gov within 30 days of completion of the project. Staff will use such pictures for monitoring compliance with your permit. Failure to submit these photos is an event of noncompliance.

12.All fill/backfill shall consist of clean inert material which will not cause siltation nor contain soluble chemicals, organic matter, pollutants, or contaminants. All fill shall be contained in such a manner so as not to erode into any surface water, floodplain, or wetland. All raw areas associated with the permitted activity shall be stabilized with sod and/or seed and mulch, riprap, or other technically effective methods as necessary to prevent erosion.

13.Dredging, other than that required needed to properly seat the permitted amount of rip rap, is not authorized by this permit.

14.No fill, excess soil, or other material shall be placed in any wetland, floodplain, or surface water area not specifically authorized by this permit, its plans, and specifications.

EGLE

WRP036209 v1.0

Approved

Michigan Department of Natural Resources 5 WRP036209 v.1

15.This permit does not authorize or sanction work that has been completed in violation of applicable federal, state, or local statutes.

16.The permit placard shall be kept posted at the work site in a prominent location at all times for the duration of the project or until permit expiration.

17.This permit is being issued for the maximum time allowed and no extensions of this permit will be granted. Initiation of the construction work authorized by this permit indicates the permittee's acceptance of this condition. The permit, when signed by EGLE, will be for a five-year period beginning on the date of issuance. If the project is not completed by the expiration date, a new permit must be sought.

Issued By:

William Oeming Gaylord District Office Water Resources Division 989-619-8509

THIS PERMIT MUST BE SIGNED BY THE PERMITTEE TO BE VALID.

I hereby assure that I have read, am familiar with, and agree to adhere to the terms and conditions of this permit.

Permittee Signature Date cc: Travis Anderson, GEI Consultants Kevin Roell, GEI Consultants Nathan Zoch, Federal Energy Regulatory Commission John Zygaj, Federal Energy Regulatory Commission Robert Morningstar, U.S. Army Corps of Engineers Cheboygan County Drain Commissioner Cheboygan CEA City of Cheboygan Clerk Mike Size, EGLE

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\COVER SHEET.dwg - 11/29/2021

CHEBOYGAN LOCK FACILITY IMPROVEMENT PROJECT

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

CHEBOYGAN, MI

PHASE 500 - 90% DESIGN

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE

PROPERTY OF GEI CONSULTANTS AND IS NOT TO BE USED, IN WHOLE

OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN

AUTHORIZATION OF GEI CONSULTANTS.

STATE MAP

(NOT TO SCALE)

SITE LOCATION MAP

(NOT TO SCALE)

PREPARED FOR:

MICHIGAN DEPARTMENT OF TECHNOLOGY,

MANAGEMENT, AND BUDGET

440 N. STATE ST

SAINT IGNACE, MICHIGAN 49781

(906)643-6181

GEI PROJECT NO. 1904013

SITE

SOURCE:

GOOGLE EARTH IMAGE

90% DESIGN - NOT FOR CONSTRUCTION

NO. DATE ISSUE/REVISION APP

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

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

Consultants

PREPARED BY:

GEI CONSULTANTS OF MICHIGAN, P.C.

109 W. BARAGA AVENUE

MARQUETTE, MI 49855

(906)451-4021

DWG. NO.

SHEET NO.

G-01

SITE

SHEET INDEX

SHEET NO. DRAWING

NO. SHEET TITLE

1 G-01 COVER SHEET

2 G-02 GENERAL NOTES AND LEGEND

3 G-03 SITE ACCESS PLAN

4 G-04 SOIL EROSION AND SEDIMENT CONTROL PLAN

5 C-01 EXISTING SITE PLAN

6 C-02 EXISTING DAM GATE CONTROLS

7 C-03 PROPOSED DAM GATE CONTROLS

8 C-04 EXISTING LOCK FACILITY

9 C-05 LOCK DEWATERING AND SITE PREP PLAN

10 C-06 STOP LOG SLOT PREPARATION

11 C-07 EXISTING DRAWBRIDGE

12 C-08 DRAWBRIDGE REHABILITATION

13 C-09 CONCRETE REPAIR DETAILS

14 S-01 EXISTING MITER GATE ANCHORAGES

15 S-02 MITER GATE ANCHORAGE REPAIRS

16 C-10 MITER GATES

17 S-03 EXISTING MITER GATE STRUCTURAL DETAILS

18 S-04 PROPOSED MITER GATE STRUCTURAL DETAILS

19 C-11 TIMBER REPLACEMENT

20 C-12 MITER GATE SAFETY UPGRADES

21 C-13 DEMOLITION PLAN AND SECTIONS

22 C-14 PROPOSED BYPASS CONDUIT IMPROVEMENTS

23 C-15 LOCK HYDRAULIC OPERATING SYSTEM DEMOLITION PLAN

24 C-16 PROPOSED LOCK HYDRAULIC OPERATING SYSTEM

25 EWD-1 GATE CONTROLS & WIRING DIAGRAMS

26 C-17 EXISTING LOCK SAFETY & DEMO

27 C-18 PROPOSED LOCK SAFETY UPGRADES

28 S-05 PLATFORM FRAMING

29 S-06 PLATFORM FRAMING DETAILS

30 S-07 EXISTING DOWNSTREAM LOCK & SSP WALL

31 S-08 SOLDIER PILE WALL

32 C-19 LOCK TOE SCOUR REHABILITATION

33 C-20 EXISTING GABION BASKET DEMOLITION PLAN

34 C-21 PROPOSED GABION BASKETS

35 C-22 PROPOSED GABION SLOPE SECTIONSPROJECT OWNER:

MICHIGAN DEPARTMENT OF NATURAL

RESOURCES

120 A STREET

CHEBOYGAN, MICHIGAN 49721

(231)627-9011

P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSUL AM AMOENA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

EGLE

WRP036209 v1.0

Approved

STEEL

STRUCTURAL

CONCRETE

APPROX = APPROXIMATE

CL = CENTERLINE

CLR = CLEAR

CNTR = CENTER

CONC = CONCRETE

DIA, Ø = DIAMETER

DIM = DIMENSION(S)

D/S = DOWNSTREAM

DWG, DWGS = DRAWING OR DRAWINGS

EA = EACH

EL., ELEV = ELEVATION

FT = FEET OR FOOT

GALV = GALVANIZED

GR = GRADE

HSS = HOLLOW STRUCTURAL STEEL

LOC = LIMITS OF CONSTRUCTION

MAX = MAXIMUM

MIN = MINIMUM

NO = NUMBER

NTS = NOT TO SCALE

O.C. = ON CENTER

PL = PLATE

RA = RADIUS

REINF = REINFORCEMENT

REQ'D = REQUIRED

SPEC = SPECIFICATION(S)

TC = TURBIDITY CURTAIN

TYP = TYPICAL

U.N.O. = UNLESS NOTED OTHERWISE

U/S = UPSTREAM

VERT = VERTICAL

VIF = VERIFY IN FIELD

ABBREVIATIONS:

HATCH LEGEND:

GENERAL LEGEND:

A S-01

A S-01

SECTION LOCATION. THE LETTER "A" REFERS TO THE SECTION

DESIGNATION. THE NUMBER "S-01" REFERS TO THE DRAWING NUMBER

WHERE THE SECTION IS SHOWN.

S-01

DETAIL LOCATION. THE NUMBER "1" REFERS TO THE DETAIL

DESIGNATION. THE NUMBER "S-01" REFERS TO THE DRAWING NUMBER

WHERE THE DETAIL IS SHOWN.

SCALE: N.T.S.

DETAIL - XXXX1

S-01

SCALE: N.T.S.

SECTION - XXXXA

S-01

DETAIL TITLE. THE NUMBER "1" REFERS TO THE DETAIL DESIGNATION.

THE NUMBER "S-01" REFERS TO THE DRAWING NUMBER WHERE THE

DETAIL IS CALLED OUT.

SECTION TITLE. THE LETTER "A" REFERS TO THE DETAIL

DESIGNATION. THE NUMBER "S-01" REFERS TO THE DRAWING

NUMBER WHERE THE DETAIL IS CALLED OUT.

EXISTING GROUND

SURFACE

VERTICAL DATUM:

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

NOTE: EXISTING DRAWINGS IN IGLD55. TO CONVERT BETWEEN DATUMS:

594.09 (IGLD55) + 0.95 FT = 595.04 (NAVD88)

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\GENERAL NOTES AND LEGEND.dwg - 4/8/2022

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

HISTORICAL DRAWING SHEET INDEX

DATE DRAWING NO. SHEET TITLE

8/12/1927 H-140 HYDRAULIC PROPOSED CONCRETE LOCK

4/22/1952 CHE-F2 LOCK ENTRANCE BRIDGE

2/19/1952 CHE-F7 BUTTERFLY VALVE

6/6/1952 CHE-F8 BRIDGE HOISTING MECHANISM

4/3/1952 CHE-F10 FILLER VALVES AND GATE HINGES INSTALLATION

DETAILS

5/1/1952 CHE-F12 DETAIL WIRING DIAGRAM

6/25/1952 CHE-E16 BRIDGE HOIST LIMIT SWITCHES

6/15/1967 523-02-1 CONSTRUCTION DETAILS

6/15/1967 523-03-1 GATE FABRICATION DETAILS

7/1988 1 PROPOSED REPLACEMENT OF LOCK GATES

7/1988 2 SITE PLAN

7/1988 3 LOCK GATES AREA PLAN

7/1988 4 QUOIN POSITIONING DETAILS

7/1988 5 CYLINDER AND QUOIN POCKET LINER DETAILS

7/1988 6 LOCK GATE DETAILS

7/1988 7 LOCK GATE SECTION DETAILS

7/1988 8 UPPER AND LOWER LOCK GATE CONNECTION

DETAILS

7/1988 9 SPRUE PLATES AND FRAMING DETAILS

7/1988 10 HEADRACE TIMBER PILING AND BUMPER

DETAILS

11/1988 E1 PLAN VIEW

12/1988 E2 SPUR GATE CONNECTION AND ANGLE FRAME

9/1988 1 CYLINDER POCKETS AND QUOIN SKIRTS

9/1988 2 QUOIN POCKETS, QUOIN SKIRTS AND PINTLE

SHOE

10/1988 3 UPPER GATE LOCKS

11/1988 4 LOWER GATES

11/1988 5 MISC. STEEL

11/1988 6 RAILINGS

1/11/1988 L-1 GATE CENTER DETAIL

HORIZONTAL DATUM:

NORTH AMERICAN DATUM 1983 (NAD83)

GENERAL NOTES AND LEGEND

G-02

GENERAL NOTES:

1. THESE NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO

THE OWNER'S REPRESENTATIVE (GEI), WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.

ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISREPANCY SHALL BE

DONE AT CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE

DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OF FABRICATION.

2. CONSTRUCTION IS SUBJECT TO THE RULES AND REGULATIONS OF THE MICHIGAN DEPARTMENT OF THE ENVIRONMENT, GREAT LAKES, AND ENERGY (EGLE) AND THE UNITED STATES ARMY CORPS OF ENGINEERS (USACE). SUBSTANTIVE CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS

MAY REQUIRE EGLE AND/OR USACE APPROVAL.

3. PRIMARY SITE ACCESS TO THE PROJECT IS PROVIDED AS FOUND ON SHEET G-3.0.

4. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN SHALL BE ASSUMED TO BE APPROXIMATE.

THE CONTRACTOR SHALL MAKE ANY NECESSARY INVESTIGATIONS AND COORDINATION WITH THE 811

MIS-DIG ONE CALL PRIOR TO COMMENCEMENT OF ANY WORK ACTIVITIES.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING (SHOWN AND

NOT SHOWN ON THESE DRAWINGS) DURING CONSTRUCTION.

6. SHOP DRAWINGS FOR REINFORCING STEEL, AND STRUCTURAL STEEL SHALL BE SUBMITTED TO

THE OWNER'S REPRESENTATIVE (GEI) FOR REVIEW PRIOR TO FABRICATION. SUBMIT THREE

COPIES WITH CONTRACTOR'S REVIEW STAMP. OWNER'S REPRESENTATIVE (GEI) SHOP DRAWING

REVIEW IS FOR GENERAL CONFORMANCE ONLY OF THE DESIGN CONCEPT AND CONTRACT

DOCUMENTS. OWNER'S REPRESENTATIVE (GEI) COMMENTS SHALL NOT BE CONSTRUED AS

RELIEVING THE CONTRACTOR FROM COMPLIANCE WITH THE PROJECT PLANS AND

SPECIFICATIONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR DETAILS AND ACCURACY, FOR

CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS AND FOR PERFORMING THE

WORK IN SAFE MANNER.

7. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A SEQUENCE AND

SCHEDULE FOR COMPLETION OF THE WORK IN ACCORDANCE WITH APPLICABLE PROVISIONS OF

THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUBMIT THEIR WORK PLAN WHICH SHALL

INCLUDE THE PROPOSED SEQUENCE OF WORK.

8. THE LOCK WILL REMAIN OUT OF SERVICE DURING THE WORK, HOWEVER, ACCOMODATIONS SHALL BE MADE FOR OWNER AND/OR THE OWNER'S REPRESENTATIVE FOR INSPECTION, REVIEW, ETC. AT ANY

POINT DURING CONSTRUCTION WITHOUT DELAY.

COORDINATION:

1. SCHEDULE, COORDINATE, AND PERFORM THE WORK TO MEET THE OVERALL PROJECT SCHEDULE

CONSTRAINTS INCLUDING REOPENING THE LOCK FOR FULL OPERATION BY MAY 1, 2023.

2. COORDINATE WITH THE OWNER FOR DESIGNATION OF SPECIFIC WORK AREAS FOR RESTRICTED

ACCESS DURING PARTICULAR PERIODS OF THE WORK, AS WELL AS NEED FOR FENCING,

SIGNAGE, AND OTHER MEASURES NECESSARY TO PROTECT THE PUBLIC, COMPLETED WORK,

WORK IN PROGRESS, AND CONTRACTOR'S EQUIPMENT AND PROPERTY ON SITE.

3. MAINTAIN FULL AND COMPLETE ACCESS TO WORK TO OWNER, ENGINEER, AND REGULATORY

PERSONNEL.

PERMITTING AND ENVIRONMENTAL:

COMPLY WITH ALL REQUIREMENTS OF OWNER-OBTAINED PROJECT PERMITS. CONTRACTOR SHALL OBTAIN

ALL OTHER PERMITS NECESSARY FOR

CONSTRUCTION OF THE WORK.

VARIOUS PAINTED STEEL SURFACES ON SITE TESTED POSITIVE FOR LEAD BASED PAINT AND CADMIUM

CONTENT. REFERENCE THE LABORATORY TESTING REPORT FOR RESULTS AND LEAD/CADMIUM

CONCENTRATIONS.

STEWARDSHIP / ARTIFACT NOTE:

IF ANY ARTIFACTS ARE DISCOVERED DURING THE CONSTRUCTION PROCESS, ALL WORK IS TO

STOP AND THE OWNER'S REPRESENTATIVE / PROJECT MANAGER SHALL BE NOTIFIED.

ARTIFACTS OR ARCHEOLOGICAL MATERIALS ARE DEFINED AS : ABORIGINAL ANTIQUITIES AND

OTHER RECORDS ON ANTIQUITY, INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES,

CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR

COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTER, OR OTHER OBJECTS RELATING TO

NATIVE AMERICAN OCCUPATION; AND MODERN ARTIFACTS, SUCH AS FORTS, RELICS, AND

OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL AND EARLY

STATEHOOD PERIODS.

EGLE

WRP036209 v1.0

Approved

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\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\SITE ACCESS.dwg - 4/11/2022

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

SITE ACCESS PLAN

G-03

- SITE ACCESS

PLANSITE PHOTOS - DOWNSTREAM ACCESS

(NOT TO SCALE)

GENERAL NOTES:

1. UPSTREAM ACCESS TO THE LOCK CAN BE ACHIEVED THROUGH THE CHEBOYGAN LOCK DNR BOATING

ACCESS SITE.

2. THE GABION SLOPE CAN BE ACCESSED VIA SOUTH STREET. THE EXISTING SUBSTATION AND PROPERTY DIRECTLY ADJACENT TO THE SLOPE IS OWNED BY CONSUMERS ENERGY COMPANY(CEC). CONSTRUCTION

EASEMENT TO BE ACQUIRED BY THE DNR PRIOR TO CONSTRUCTION.

3. DOWNSTREAM ACCESS CAN BE ACHIEVED VIA THE CHEBOYGAN MUNICIPAL MARINA. THERE EXISTS A PEDESTRIAN BRIDGE IMMEDIATELY SOUTH OF THE MARINA, LIMITING OVERHEAD CLEARANCE TO APPROXIMATELY 15 FT ABOVE THE WATER SURFACE. THIS LIMITATION SHOULD BE CONSIDERED DURING

ACCESS PLANNING.

4. THE DOWNSTREAM CHANNEL IS APPROXIMATELY 25' WIDE AT ITS MOST NARROW. THIS LIMITATION SHOULD

BE CONSIDERED WHEN PLANNING THE CONSTRUCTION DOWNSTREAM OF THE LOCK.

5. IF ACCESSING FROM THE EAST THROUGH GLT PROPERTY, THERE EXISTS A HOPPER THAT LIMITS OVERHEAD

CLEARANCE TO 9' 6". THIS LIMITATION SHOULD BE CONSIDERED DURING ACCESS PLANNING.

6. PROPERTY LINE INFORMATION GATHERED FROM CHEBOYGAN COUNTY ONLINE MAPPING SYSTEM

ACCESSED ON 11/9/2021.

7. THE MDNR WILL REMOVE THE SKID DOCK AT THE REQUEST OF THE CONTRACTOR AS NEEDED TO PROVIDE

ADDITIONAL SPACE FOR LAUNCHING BARGES AND EQUIPMENT.

8. THE ACCESS BRIDGE IMMEDIATELY UPSTREAM OF THE GLT POWERHOUSE HAS REPORTED LIMITED LOAD RESTRICTIONS AS FOLLOWS: SINGLE REAR AXLE LOAD NOT EXCEEDING 16 TONS, HOWEVER EXISTING PLANK LIMITS LOAD AT 1 1/2 TONS (REFERENCE HISTORICAL DRAWING - PROPOSED REPLACEMENT OF LOCK

GATES DRAWINGS, UDA 1988, SHT NO. 2).

9. CONTRACTOR SHALL DOCUMENT PRECONSTRUCTION INSPECTION OF GREAT LAKES TISSUE POWER PLANT

PRIOR TO COMMENCING PROJECT WORK ACTIVITIES PER PROJECT SPECIFICATIONS.

PARKING LOT AND

BOAT LAUNCH

SEE NOTE 1

SOUTH STREET ACCESS TO GABION SLOPE

SEE NOTE 2

UPSTREAM ACCESS TO LOCK

DOWNSTREAM ACCESS TO LOCK

PEDESTRIAN BRIDGE

SEE NOTE 3

OVERPASS

CEC SUBSTATION

SEE PHOTOS FOR

DOWNSTREAM ACCESS

GREAT LAKES TISSUE (GLT) PROPERTY LINE

CEC PROPERTY LINE

SCALE, FEET

120 240

MICHIGAN STATE

WATERWAYS

PROPERTY LINE

25'

UPSTREAM ACCESS TO LOCK

VIA GREAT LAKES TISSUE

CONSUMERS ENERGY (CEC) SUBSTATION

PROPERTY CONTACT: RON BOURGEOIS AT

517-740-8936

M-27

E.

L

IN

C

O

LN

A

VE

SOUTH ST.

HOPPER

(SEE NOTE 5)

CHEBOYGAN DAM

MAIN SPILLWAY

CONTRACTOR STAGING

AREA (CLOSED TO

PUBLIC)

REMOVABLE SKID

DOCK (SEE NOTE 7)

POWERHOUSE

ACCESS BRIDGE

(SEE NOTE 8)

OHLOHLOHL

GREAT LAKES

TISSUE POWER

PLANT (SEE NOTE 9)

PROJECT LOCATION:

PART OF THE W 1/2 OF THE SE 1/4 OF SECTION 31 IN T38N, R01W

CITY OF CHEBOYGAN

EGLE

WRP036209 v1.0

Approved

X

X

X

XXX

X

F

STM

TC

TC

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LOC LOC

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LOC

LOC

LOC

LOC

LOC

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LOC

LOC

FLOTATION SEGMENT ATTACH LINES TO SHACKLE

BOTTOM OF

WATER BODY

FLOTATION DEVICES (BUOY).

LIGHTED BOUYS REQUIRED

AT 100' INTERVALS.

FILTER CLOTH SKIRT

(DEPTH VARIES)

STREAM ANCHOR

UNIVERSAL CONNECTOR

TOP TENSION CABLE

FLOATATION SEGMENT FOLD JOINT

FOR STORAGE

TOP LOAD LINE

SKIRT CONNECT GROMMETS

SEE NOTES 1 FOR

CURTAIN MATERIAL

(DEPTH VARIES)

BALLAST CHAIN

AND LOAD LINE

PROFILE

ANCHOR LINES

TURBID WATER CLEAR WATER

" M

IN

SECTION

DISTURBED

GROUND/WORK

ZONE

SHORE ANCHOR (TYP)

SHORELINE

TURBIDITY CURTAIN

50'-100'

(TYP)

INSTALLATION

CHANNEL ANCHOR

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\SOIL EROSION AND SEDIMENT CONTROL PLAN.dwg - 3/30/2022

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

SOIL EROSION AND SEDIMENT CONTROL PLAN

S-07

G-04

NOTES:

1. MAINTAIN AT LEAST 12" OF CLEARANCE BETWEEN BOTTOM OF CURTAIN AND

SEDIMENT.

2. REEFING LINES ARE REQUIRED TO BE INSTALLED AND USED TO SHORTEN

CURTAIN DURING PERIODS OF LOW WATER LEVELS.

TURBIDITY CURTAIN

SCALE: NTS

TURBIDITY CURTAIN (TYP)

EGLE

WRP036209 v1.0

Approved

X

X

X

X

X X

X

X

X

X

X

X

X

X X

X X

X

X

E

F

E

ST

M

ST

M

ST

M

580580

U/E

LOC

LOC

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LOC

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\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING SITE PLAN.dwg - 3/30/2022

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 SITE PLAN

C-01

GREAT LAKES TISSUE

COMPANY PLANT

40 80

SCALE:

1" = 40'

- OVERALL SITE

PLANAERIAL SITE PHOTOS

(NOT TO SCALE)NOTES:

1. EXISTING BASEMAP COMPILED FROM AERIAL IMAGERY OBTAINED FROM

GOOGLE EARTH (2008) OVERLAYED BY THE RESULTS OF A SITE SURVEY

CONDUCTED SEPTEMBER 23, 2019 BY GEI CONSULTANTS.

2. A TRIMBLE R6 GNSS SYSTEM GPS WAS USED FOR THE DATA COLLECTION

AND WAS SUPPLEMENTED WITH A SEAFLOOR HYDROLITE SINGLE BEAM ECHO

SOUNDER FOR THE BATHYMETRY MEASUREMENTS.

CHEBOYGAN RIVER

(EL. VARIES, 594.2' TO 590.2')

C-02

C-20

C-21

OHL

OHL

OHL

OHL

OHL

OHL

C-05

CHEBOYGAN DAM

NOTE AERIAL IMAGERY WAS TAKEN DURING

2008 DAM MODIFICATION PROJECT SO

CONSTRUCTION CONDITIONS SHOWN MAY

NOT REFLECT CURRENT SITE CONDITIONS

DRAWBRIDGE

RESTRICTED CLEARANCE AT HOPPER LOCATION (~9' 6")

12"Ø CMP CULVERTLOCATION OF EXISTING

STEEL BULKHEADS

CEC PROPERTY LINE

GLT PROPERTY LINE

100 AMP ELECTRIC SERVICE

APPROXIMATE U/G ELECTRICAL SERVICE TO DAM GATES

CEC SUBSTATION

GABION BASKETS

MICHIGAN STATE

WATERWAYS

PROPERTY LINE

CHEBOYGAN LOCK

CITY OF CHEBOYGAN

EGLE

WRP036209 v1.0

Approved

U/E

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\EXISTING DAM GATE CONTROLS.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 DAM GATE CONTROLS

C-02

SCALE: N.T.S.

- ORIGINAL GATE CONSTRUCTION SECTION AND ELEVATION

DETAIL 20 40

SCALE:

1" = 20'

C-01 CHEBOYGAN DAM

PLAN

GATE #6

GATE #5 GATE #4 GATE #3

GATE #2 GATE #1

FLOW

CHEBOYGAN DAM GATE

SCHEDULE

GATE NO. LENGTH HEIGHT

ESTIMATED

DEAD

WEIGHT

1 13' - 11 14" 6' - 0" 2600 LBS

2 13' - 11 14" 6' - 0" 2600 LBS

3 13' - 11 14" 6' - 0" 2600 LBS

4 15' - 4 34" 6' - 0" 3000 LBS

5 16' - 9 34" 6' - 0" 3200 LBS

6 12' - 4 14" 6' - 0" 2400 LBS

- DAM GATE HOIST OPERATION

EXISTING CONDITION PHOTOS

CHEBOYGAN RIVER

REMOVE GATE ACTUATOR (TYP)

REMOVE ACME SCREW (TYP)

REMOVE SHAFT AND COUPLER (TYP) REMOVE GATE ACTUATOR (TYP)

REMOVE ACME SCREW (TYP)

SCALE: N.T.S.

C-02 TYPICAL DAM GATE TO HOIST SCREW

CONNECTION

DETAIL

L 7"X4"X3/8"

L 7"X4"X3/8"

2" DIA. ACME SCREW

COLLAR5"X3/8" STIFFENER PL

SET SCREW

4"

SCALE: N.T.S.

C-02 TYPICAL DAM GATE TO HOIST SCREW

CONNECTION

DETAIL

LOCATION OF CONNECTION

APPROXIMATELY 7" BELOW TOP CHANNEL

L 7"X4"X3/8"

L 7"X4"X3/8"

LLH

5"X3/8" STIFFENER PL

SET SCREW

COLLAR

2" DIA. ACME SCREW

LOCATION OF CONNECTION

APPROXIMATELY 7" BELOW

TOP CHANNEL

C-02 3

C-02

C-02

E

E

E

EE

E

100 AMP ELECTRICAL SERVICE

ELECTRICAL OUTLETS

NOTES:

1. NO STOPLOGS EXIST FOR DEWATERING DAM GATES.

2. CONTRACTOR SHALL SUFFICIENTLY BRACE GATE IN THE

CLOSED POSITION DURING REPLACEMENT OF GATE

ACTUATORS.

AC

M

E

SC

R

EW

~7 6"

(T

YP

A

LL

G

AT

ES

EXISTING OUTLET

SEE DETAIL 3 ON NEXT SHEET

EXISTING CONDUIT

SEE DETAIL 3 ON NEXT SHEET

EXISTING OUTLET

EXISTING CONDUIT

EGLE

WRP036209 v1.0

Approved

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\PROPOSED DAM GATE CONTROLS.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

PROPOSED DAM GATE CONTROLS

C-03

20 40

SCALE:

1" = 20'

- TYPICAL DAM GATE SCHEMATIC

ELEVATION

REPLACE ACME SCREW (TYP)

REPLACE BEVEL GEAR

REPLACE DRIVE SHAFT AND COUPLER

REPLACE DRIVE BEVEL GEAR

NEW ELECTRICAL ACTUATOR

SHEET NOTES

1. PROPOSED GATE OPERATING SYSTEM SHALL BE MOUNTED TO EXISTING DOUBLE CHANNEL SUPPORTS.

2. BEVEL GEARS, ACTUATORS, CONDUIT, SUPPORT FRAMING, ETC. SHALL NOT IMPEDE PUBLIC ACCESS WALKWAY.

3. PROPOSED OPERATING SYSTEM SHALL ALLOW THE OWNER TO OPERATE EACH OF THE SIX GATES WITH PUSH BUTTON CONTROLS LOCATED WITHIN A LOCKABLE BOX AT EACH ACTUATOR. GATES ARE ANTICIPATED TO BE OPERATED ONE AT A TIME UNDER THE DIRECT

OBSERVATION OF THE OPERATOR.

4. ACTUATORS SHALL INCLUDE LOCKABLE MANUAL OVERRIDE HANDWHEEL/CRANK AT EACH GATE.

5. SYSTEM SHALL BE SUFFICIENT TO HOIST GATE UNDER FULL HYDROSTATIC PRESSURE. 10 KIPS OF RESISTANCE IS ASSUMED FOR EACH

GATE.

6. THE SYSTEM SHALL INCLUDE A POSITION LIMIT SWITCH TO REDUCE THE POTENTIAL OF UNNECESSARY LOADS IMPOSED ON THE GATE

DUE TO 'OVER-OPENING' OR 'OVER-CLOSING' OF THE GATE.

7. CONTRACTOR SHALL MATE NEW ACME SCREW WITH EXISTING GATES AS SHOWN IN DETAIL 2 BELOW.

A C-03

A C-03

20 40

SCALE:

1" = 20'

A

- TYPICAL DAM GATE SCHEMATIC

SECTION

NEW ELECTRICAL ACTUATOR

REPLACE ACME SCREW (TYP)

REPLACE BEVEL GEAR

SCALE: N.T.S.

C-03 TYPICAL DAM GATE TO HOIST

SCREW CONNECTION

DETAIL

NEW ACME SCREW

THREADED

COLLAR

SET BOLT

BOLT MOUNTING PLATE TO

EXISTING FRAME TO

ACCOMODATE NEW BEVEL

GEAR AND ACTUATOR

4"

8"

SCALE: N.T.S.

C-03 TYPICAL DAM GATE TO HOIST SCREW

CONNECTION

DETAIL

C-03

C-03

EXISTING BEAM IN

BACKGROUND

EXISTING

WALKWAY

EXISTING HANDRAIL

6"

BOLT SPACING

6" X 10 1/2"

HOIST SCREW SPACING

GATE NO. SCREW SPACING

1 9'-7 1/2" 2 9'-11 1/2" 3 9'-11 1/2" 4 11'-4 3/4" 5 12'-9 3/4" 6 8'-4 1/2"

VARIES SEE TABLE

EXISTING

C12X20.7

EXISTING

EXISTING

3 1/2"

EXISTING

ELECTRICAL

OUTLET

EXISTING

CONDUIT

JUNCTION BOX

EXISTING CONDUIT

DETAIL 3 BELOW

SERVICE CONDUIT

EXISTING CONDUIT

DETAIL 3 BELOW

JUNCTION BOX

SERVICE CONDUIT

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

HIGH WATER

EL. 594.20'

LOW WATER

EL. 590.20' HIGH WATER

EL. 582.40'

LOW WATER

EL. 577.20'

\\MQT-PZCC-1\ W:\DTMB\1904013_Cheboygan_Lock_Facility_Repair\CAD\Design\Working\5 EXISTING LOCK FACILITY.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 LOCK FACILITY

C-04

10 20

SCALE:

1" = 10'

- LOCK FACILITY

PLAN

10 20

SCALE:

1" = 10'

- CENTERLINE PROFILE OF LOCK

PROFILE

10 20

SCALE:

1" = 10'

C

- LOCK SECTION

SECTION

10 20

SCALE:

1" = 10'

A

- LOCK SECTION

SECTION

10 20

SCALE:

1" = 10'

B

- LOCK SECTION

SECTION

E C-04

E C-04

D C-04

D C-04

C C-04

C C-04

B C-04

B C-04

A C-04

A C-04

10 20

SCALE:

1" = 10'

D

- LOCK SECTION

SECTION

10 20

SCALE:

1" = 10'

E

- LOCK SECTION

SECTION

APPROXIMATE

OBSERVED

OVERPOUR

APPROXIMATE

OBSERVED

OVERPOUR

CLAY AND GRAVEL

HARD PAN

44' WOOD SHEET PILING 25' STEEL SHEET PILING

LOCK MITER GATES

STOPLOG CENTER

SUPPORT COLUMN POCKET

LOCK WALL

STOPLOG

SLOTS

(TYP)

BYPASS CONDUIT ACCESS MANHOLE (TYP)

BYPASS CONDUIT INLET (TYP)

BYPASS CONDUIT (TYP)

RECESSED CONCRETE

FOR MITER GATE

STOPLOG SLOTS (TYP)

BYPASS CONDUIT INLET

(NOTE TRASH RACK SHOWN)

BYPASS CONDUIT BUTTERFLY VALVE

BYPASS CONDUIT

BYPASS CONDUIT OUTLET

STOPLOG SLOTS (TYP)MITER GATE ANCHORAGE POINT

STOPLOG SLOTS (TYP)

NOTES:

1. LOCK EXISTING CONDITIONS DRAWING DEVELOPED FROM HISTORICAL

DRAWING "HYDRAULIC PROPOSED CONCRETE LOCK" DRAWING NO. H-140

DATED 8-12-27. WHILE THE DRAWINGS APPEAR TO REPRESENT AS-BUILT

CONDITIONS BASED ON MEASUREMENTS OF SURFACE FEATURES, THE

SUBSURFACE STRUCTURE GEOMETRY IS UNABLE TO BE VERIFIED.

TIMBER CRIB FILLED

WITH CINDER CONCRETE

SEEPAGE CUTOFF WALL

ELEV. 584.90'

ELEV. 594.95'

ELEV. 594.95'

ELEV. 570.70'

ELEV. 585.90'

ELEV. 571.60' ELEV. 572.60'

ELEV. 570.10'

ELEV. 594.95'

ELEV. 572.20'

25'-0" 21'-6" 23'-0"

0'

-0

'-0

9' -0

'-0

52'-6" 32'-0"

52'-6"

21'-6"

11'-6" 18'-0"

20'-6" 20'-6"

41'-0"

22'-4" 22'-0"

'-1

4'

-6

4' -6

4'

-9

1'-6"

1'-6"

1'-9"

1'-9" 5'-0" 10'-10" 9'-0" 6'-10" 1'-8"

1'-6"

5' -9

'-0

18'-0"

9'-0" 9'-0"

TOP OF UPSTREAM

MITER GATE SILL WALL

D/S TIMBER SILL

12"X12"U/S TIMBER SILL 12"X12"

U/S TIMBER SILL

12"X12"

D/S TIMBER SILL

12"X12"

U/S TIMBER SILL

12"X12"

A C-06

B C-06

94'

EL. 572.4

EL. 573.0

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 file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt…