Plans Set_1 of 7_17282_2026.pdf

EDGEWATER RESOURCES, LLC

518 BROAD ST, STE. 200.

ST. JOSEPH, MI 49085

CONTACT:

COLIN HASSENGER, P.E.

PROJECT MANAGER

(269) 625 - 4869

MISS DIG

CALL 811 AT LEAST 3 FULL WORKING DAYS (72 HRS)

BEFORE YOU DIG

UTILITY CONTACTS

UTILITY AGENCY CONTACT

WATER & SEWER VILLAGE OF LEXINGTON WATER DEPARTMENT CHRIS HEIDEN

(810) 359-5901

ELECTRIC DTE ENERGY JOSEPH BURGHARDT

(734) 347-1189

GAS SEMCO ENERGY GAS COMPANY COLLEEN STARRING

(800) 624-2019

TELE - COMMUNICATIONS ATT (PHONE)

COMCAST (INTERNET)

(800) 331-0500

(800) 934-6489

ROADS VILLAGE OF LEXINGTON DEPARTMENT OF PUBLIC WORKS JERRY SCOTT

(810) 359-8536

FIRE DEPT VILLAGE OF LEXINGTON FIRE DEPARTMENT KEEFE RADKE

(810) 359-5221

PERMIT & REVIEWS

AGENCY PERMIT NO. DATE

AUTHORIZED EXPIRATION DATE

EGLE WRP045190 v1.0 5/23/2025 5/23/2030

USACE LRE-2003-163450-N25

AUTHORIZED 6/10/2025 PER NWP 35,

NWP 28, & NWP 16 AS PUBLISHED IN

THE FEDERAL REGISTER

SESC

PERMIT FROM DTMB IS REQUIRED FOR CONSTRUCTION. CONTRACTOR IS

RESPONSIBLE FOR COORDINATION WITH CHRISTOPHER MCGARRY:

MCGARRYC@MICHIGAN.GOV

SANILAC COUNTY, MICHIGAN

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P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\G-X.XX.DWG

DATE:

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL.

NAME:

CIVIL ENGINEERING

SEAL

LAKE HURON

LEXINGTON STATE HARBOR

MARINA REDEVELOPMENT

751/17282 BDW

7411 HURON AVE, LEXINGTON, MI 48450

DRAWING SET FOR BID

FILE #751/17282 BDWR2

COLIN HASSENGER, PE 4/24/2026

SHEET LIST TABLE

SHEET NUMBER SHEET TITLE

G-0.01 COVER SHEET

G-0.02 NOTES

V-1.01 EXISTING CONDITIONS

D-1.01 DEMOLITION PLAN

CM-1.01 OVERALL SITE PLAN

CM-4.01 UPLAND SITE WORK ENLARGEMENT

CM-4.02 DOCK B & C SITE PLAN ENLARGEMENT

CM-4.03 DOCK A SITE PLAN ENLARGEMENTS

CM-4.04 ICE SUPPRESSION PLAN ENLARGEMENT

LS-1.01 UPLAND LANDSCAPE SITE PLAN

U-1.01 OVERALL UTILITY PLAN

U-4.01 UPLAND UTILITY PLAN ENLARGEMENT

U-4.02 DOCK B & C UTILITY PLAN ENLARGEMENTS

U-4.03 DOCK A UTILITY PLAN ENLARGEMENT

CD-1.01 DREDGING PLAN

CD-1.02 DEWATERING AREA & SESC DETAILS

CD-4.01 DREDGING SECTIONS

CM-5.01 MARINA DETAILS

CM-5.02 MARINA DETAILS

CM-5.03 MARINA DETAILS

CM-5.04 MARINA DETAILS

CM-5.05 MARINA DETAILS

CM-5.06 MARINA DETAILS

CM-5.07 MARINA DETAILS

CM-5.08 MARINA DETAILS

CM-5.09 MARINA DETAILS

CM-5.10 MARINA DETAILS

C-5.01 SITE DETAILS

C-5.02 SITE DETAILS

C-5.03 SITE DETAILS

A-1.00 SERVICE PIER BUILDING

A-2.00 SERVICE PIER BUILDING

P-1.00 SERVICE PIER BUILDING PLUMBING PLAN

E0.1 ELECTRICAL NOTES AND LEGENDS

E0.2 ELECTRICAL DETAILS

E0.3 ELECTRICAL DETAILS

E0.4 ELECTRICAL FUEL DETAILS

E1.0 ELECTRICAL SITE PLAN

E1.1 ELECTRICAL POWER PLAN - DOCKS B & C

E1.2 ELECTRICAL POWER PLAN - DOCK A

E2.1 ELECTRICAL SCHEDULES

E3.1 ELECTRICAL RISER DIAGRAM

E3.2 ELECTRICAL PANEL SCHEDULES

F0.1 FUEL NOTES, SCHEDULES, & DETAILS

F1.1 FUEL SITE PLAN

M1.1 MECHANICAL PLAN

T0.1 TELECOMMUNICATION NOTES AND LEGENDS

T1.0 TELECOMMUNICATION SITE PLAN

T1.1 TELECOMMUNICATION PLAN - DOCKS B & C

T1.2 TELECOMMUNICATION PLAN - DOCK A

T2.1 TELECOMMUNICATION RISER DIAGRAM

CONTACT:

BRUCE WATKINS, P.E., PROJECT DIRECTOR

(517) 242-7882

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

DANIEL EICHINGER, DIRECTOR

CONTACT:

JOHN TERPSTRA

REGIONAL FIELD PLANNER

(248) 672-7584

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL. (SHEETS: A1.0 - A2.0)

ARCHITECTURE

MICHELLE M RUMSA, RA, NCARB

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL. (SHEETS: E0.1 - E3.2 & T0.1 - T2.1)

ELECTRICAL ENGINEER

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER

MY DIRECT SUPERVISION AND CONTROL. (SHEETS: M1.1 & F0.1 - F1.1)

FUEL & MECHANICAL ENGINEER

DATE:NAME:SEAL

DATE:NAME:SEAL

DATE:NAME:SEAL

ALL WORK FOR THE LEXINGTON STATE HARBOR MARINA REDEVELOPMENT

PROJECT MUST COMPLY WITH THE BUILD AMERICA, BUY AMERICA (BABA) ACT.

SEE TERMS AND CONDITIONS IN APPENDIX I (SPECIAL WORKING CONDITIONS)

OF THE PROJECT SPECIFICATIONS.

GARY D. LOFTIS, PE

4/24/2026

4/24/2026

GARY D. LOFTIS, PE 4/24/2026

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DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

GENERAL NOTES:

UTILITY NOTES:

WATER SERVICE NOTES:

1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DISPOSITION OF ALL WATER SERVICES. THE

CONSEQUENCES OF THE CONTRACTOR'S FAILURE TO DO THIS SHALL BE BORNE SOLELY BY THE CONTRACTOR.

ALL WATER SERVICE WORK SHALL BE COORDINATED WITH THE DESIGNATED REPRESENTATIVE OF THE UTILITY

OPERATOR.

2. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND DISINFECTING THE NEW SERVICE. THE TEST SHALL CONSIST OF OPENING THE ISOLATION VALVE OR CORPORATION STOP TO EXPOSE THE COMPLETED SERVICE TO ACTIVE LINE PRESSURE IN THE PRESENCE OF THE ENGINEER. ALL WATER SERVICE PIPE AND

APPURTENANCES SHALL BE MADE WATER TIGHT PRIOR TO ACCEPTANCE.

PERMIT NOTES:

ELECTRICAL SYSTEM NOTES:

1. CONTRACTOR TO COMPLY WITH ALL PERMIT REQUIREMENTS. EGLE PERMITS, USACE PERMITS, AND LOCAL REVIEWS WILL BE SECURED (OR PENDING) PRIOR TO PROJECT BIDDING AND ARE PAID BY OWNER.

2. LARA BUILDING PERMIT, DTMB SOIL EROSION & SEDIMENTATION CONTROL PERMIT, AND EGLE/LARA PERMIT TO BE

SECURED BY AND PAID FOR BY CONTRACTOR.

3. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE MOST CURRENT ADOPTED STATE OF MICHIGAN BUILDING

CODES, ADA GUIDELINES, AND LOCAL ZONING ORDINANCES.

1. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL CONDITIONS.

2. LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS DAMAGED DURING CONSTRUCTION PHASE.

ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE AND CALIBER.

LANDSCAPING NOTES:

1. PRIOR TO THE START OF CONSTRUCTION, NOTIFY DIGGER'S HOTLINE FIVE (5) FULL WORK DAYS (NOT COUNTING THE DAY OF THE CALL, WEEKENDS, OR HOLIDAYS) AT 811 OR 1-800-482-7171 TO REQUEST

UTILITY STAKEOUT OF ALL PUBLIC UTILITIES.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE GOVERNING UTILITY, MUNICIPALITY OR

COUNTY OFFICE TO NOTIFY THEM THAT WORK IS COMMENCING.

3. ESTABLISH AND MAINTAIN COMMUNICATION WITH AND COORDINATE WORK WITH APPROPRIATE UTILITY

COMPANIES FOR THE DURATION OF THE PROJECT. SEE COVER SHEET FOR UTILITY CONTACT

INFORMATION.

4. THE ADJUSTMENT, RELOCATION OR REPLACEMENT OF EXISTING TELEPHONE, ELECTRIC MAINS, CABLE TV OR GAS FACILITIES SHALL BE PERFORMED BY THE UTILITY COMPANIES. THE UTILITY COMPANIES MUST BE

INFORMED BY THE CONTRACTOR BEFORE CONSTRUCTION IS STARTED TO DETERMINE THE EXACT

LOCATION OF ANY UTILITIES THAT ARE TO BE ADJUSTED, RELOCATED OR REPLACED. THE CONTRACTOR SHALL COORDINATE ANY WORK TO BE PERFORMED BY THE UTILITY COMPANIES THAT IS TO BE DONE

DURING THE CONSTRUCTION OF PROJECT.

5. TAKE ALL PRECAUTIONS NECESSARY TO PRESERVE THE INTEGRITY OF EXISTING UTILITIES TO REMAIN AND PROVIDE UNINTERRUPTED SERVICE TO ALL USERS OF THE EXISTING UTILITIES. EXISTING UTILITIES (TO REMAIN) ENCOUNTERED IN TRENCH OR PAVEMENT EXCAVATIONS SHALL BE SUPPORTED AS ORDERED BY THE ENGINEER IN CHARGE OR AS DIRECTED BY THE UTILITY COMPANY. THE COST FOR SUPPORTING

UTILITIES SHALL BE INCLUDED IN THE PRICE BID FOR EXCAVATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL UNDERGROUND OR SURFACE UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AND OPERATOR

OF THE DAMAGED UTILITY. THIS WORK SHALL BE AT THE CONTRACTOR'S EXPENSE.

7. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM FIELD SURVEYS AND RECORD MAPS

AND ARE NOT CERTIFIED AS TO THE ACCURACY OF THEIR LOCATION OR COMPLETENESS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND DEPTHS OF ALL UTILITIES AND STRUCTURES IN THE PATH OF, CLOSELY PARALLEL TO, OR UNDER THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND DELAYS OR DAMAGES OCCURRING AS A RESULT OF INCORRECTLY LOCATED UTILITIES. NO EXTENSIONS OF CONTRACT TIME, AND NO MONETARY DAMAGE CLAIMS, SHALL BE ALLOWED AS A RESULT OF REVISED DESIGN LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO

LOCATE AND MARK THEIR FACILITIES.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING TEMPORARY UTILITY SERVICES, AS NEEDED FOR

CONSTRUCTION.

9. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 53 1974, THE CONTRACTOR SHALL CONTACT "MISS DIG" AT: 811, A MINIMUM OF 72 HOURS, EXCLUDING SATURDAYS, SUNDAYS, AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A

PART OF THE "MISS DIG" ALERT SYSTEM.

10. ALL UTILITY INSTALLATIONS TO COMPLY WITH CURRENT DTE ENERGY STANDARDS.

11. CONTRACTOR TO DEMONSTRATE ALL UTILITY SYSTEMS OPERATIONS AT A SCHEDULED DEMONSTRATION

MEETING WITH THE OWNER PRIOR TO ACCEPTANCE.

12. CONTRACTOR TO ENSURE MARKING OF ALL PIPING FOR CONTENT IN DOCKS AND ON SHORE MANHOLES, ETC. WHERE EXPOSED.

13. WATER LEVEL WILL VARY. HISTORIC MONTHLY MEAN HIGH LOW LEVELS ARE 576.02 AND 582.15 (IGLD85), RESPECTIVELY. CONTRACTOR SHALL PLAN ACCORDINGLY.

1. ELECTRICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (N.E.C.) STATE FIRE MARSHALL, AND STATE & LOCAL AGENCY

RULES AND REGULATIONS.

2. FURNISH AND INSTALL PULL AND JUNCTION BOXES, EXPANSION JOINTS, WIRING, CABLING AND CONDUITS, AND ALL OTHER EQUIPMENT AND MATERIALS AS INDICATED AND AS REQUIRED FOR PROPER INSTALLATION. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRIC CODE (N.E.C.). SIZES INDICATED ON THE DRAWINGS SHALL BE MINIMUM SIZES TO BE INSTALLED. ALL MATERIALS SHALL BE U.L. LISTED.

3. THE CONTRACTOR SHALL PROVIDE EASY REMOVAL ACCESS HATCHES AT ALL PULL BOXES, EXPANSIONS, SENSORS, AND ALL OTHER LOCATIONS WHICH WILL REQUIRE OPERATIONAL MAINTENANCE INSPECTION

AND/OR YEARLY SHUTDOWN AND START UP.

4. ENTIRE ELECTRICAL SYSTEM TO INCLUDE GROUND FAULT PROTECTION PER N.E.C. REQUIREMENTS AND PER

SPECIFICATIONS.

1. ALL WORK SHALL CONFORM TO ALL LOCAL, STATE AND FEDERAL LAWS, AND RULES AND REGULATIONS IN FORCE AT

TIME OF CONSTRUCTION.

2. THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF THE ADJACENT TO THE PROPOSED WORK.

3. EXISTING CONDITIONS ARE TAKEN FROM FIELD OBSERVATIONS AND PRIOR CONSTRUCTION DOCUMENTS WHEN AVAILABLE AND ARE NOT GUARANTEED. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COST DUE TO CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS AND

DIMENSIONS.

4. PRIOR TO THE START OF MEANINGFUL CONSTRUCTION, THE CONTRACTOR SHALL DETERMINE PRECISE LOCATIONS AND DEPTH OF ANY UNDERGROUND UTILITY IN QUESTION AND IMPACTED BY THE WORK. IMMEDIATELY REPORT RESULTS TO THE ARCHITECT/ENGINEER OF ANY SIGNIFICANT DISCREPANCIES BETWEEN THE PLANS AND ACTUAL LOCATIONS OF SAID STRUCTURES. SOIL BORINGS HAVE BEEN COMPLETED, AND THE COMPLETE GEOTECHNICAL

REPORT IS PROVIDED IN THE PROJECT MANUAL.

5. ANY AND ALL PROPERTY LINES AND RIGHTS-OF-WAY LINES SHOWN ARE APPROXIMATE AND INTENDED FOR GENERAL INFORMATION. NO WARRANTY IS PROPOSED OR IMPLIED AS TO THE ACCURACY OF SAID LINES.

6. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING

AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

7. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS, AND EQUIPMENT, INCLUDING SPECIAL

CUTTING DEVICES, NECESSARY TO PERFORM THE WORK CONTAINED IN THIS CONTRACT.

8. CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED WITH THE OWNER'S DESIGNATED REPRESENTATIVE PRIOR TO START OF CONSTRUCTION, AS REQUIRED, AND RESTORE ALL DISTURBED AREAS. PROPER SIGNAGE, FENCING AND BARRICADES SHALL BE PROVIDED TO LIMIT PEDESTRIAN ACCESS TO THE CONSTRUCTION SITE INCLUDING SITE ACCESS AREAS, STAGING AREAS, AREAS OF FRESHLY PLACED

OR UNCURED CONCRETE OR ANY OTHER AREAS UNDER DISTURBANCE.

9. PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL WITHIN THE PROJECT LIMITS FOR THE DURATION OF THE PROJECT TO MINIMIZE ANY DAMAGE AS A RESULT OF CONSTRUCTION ACTIVITIES. PLACE PROTECTION BEFORE WORK IS STARTED. PROTECTION IS TO BE IN THE FORM OF FLUORESCENT ORANGE SNOW FENCING OR WOOD RAIL AND POSTS PLACED AROUND EACH PROTECTED UTILITY, STRUCTURE, TREE, AND ALL OTHER

SITE AMENITIES.

10. ANY SITE AMENITY, TREE, UTILITY, STRUCTURE OR OTHER ITEM DESIGNATED TO REMAIN WHICH BECOMES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE OWNER'S DESIGNATED REPRESENTATIVE OR ARCHITECT/ENGINEER AND AT NO ADDITIONAL

COST TO THE OWNER.

11. PRIOR TO THE START OF CONSTRUCTION, NOTIFY MISSDIG 811 THREE (3) FULL WORK DAYS (NOT COUNTING THE DAY OF THE CALL, WEEKENDS, OR HOLIDAYS) TO REQUEST UTILITY STAKEOUT OF ALL PUBLIC UTILITIES.

12. MAINTAIN SAFE AND CONTINUOUS ACCESS TO ALL ACTIVE FIRE HYDRANTS THROUGHOUT THE PERIOD OF

CONSTRUCTION.

13. MAINTAIN SAFE AND CONTINUOUS THROUGH TRAFFIC AND INGRESS AND EGRESS FOR ADJACENT PRIVATE DRIVEWAYS, SERVICE ROADS, PARKING AREAS AND PUBLIC STREETS THROUGHOUT THE PERIOD OF CONSTRUCTION.

IF, BY AN AGREEMENT WITH THE OWNER'S REPRESENTATIVE AND JURISDICTION AGENCY, A STREET, ROAD, DRIVE OR PARKING WILL REQUIRE TEMPORARY CLOSING DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY IN WRITING

THE LOCAL AND STATE POLICE, AND LOCAL FIRE DEPARTMENT REGARDING THE CLOSING.

14. MAINTAIN THE CONSTRUCTION SITE IN A SAFE AND ORDERLY FASHION THROUGHOUT THE PERIOD OF CONSTRUCTION WITH MINIMAL DISRUPTION OF THROUGH TRAFFIC AND INGRESS AND EGRESS FOR PRIVATE DRIVEWAYS, PUBLIC

STREETS AND ENTRANCES TO BUSINESSES IN THE IMMEDIATE VICINITY OF CONSTRUCTION.

15. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO EXISTING BUILDINGS IN THE VICINITY OF THE PROJECT FOR

THE DURATION OF THE CONTRACT.

16. PROTECT AND PRESERVE ALL RIGHTS-OF-WAY MONUMENTS AND PROPERTY CORNER MARKERS. THOSE DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.

17. PROVIDE ADEQUATE TEMPORARY SANITARY FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT MANAGER FOR USE OF TEMPORARY ON-SITE UTILITIES SUCH AS WATER AND ELECTRICITY. THE CONTRACTOR SHALL BE RESPONSIBLE TO REIMBURSE THE OWNER FOR USE OF SUCH FACILITIES.

18. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT CONSTRUCTION ADHERES TO PROJECT SPECIFICATIONS, PROJECT DOCUMENTS, PROJECT DRAWINGS, AND PERMITS. THE CONTRACTOR SHALL SUPPLY COMPLETE SHOP

DRAWINGS AND SUBMITTALS, AS REQUIRED PER SPECIFICATIONS.

19. ATTENTION IS DIRECTED TO THE FACT THAT THE WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE PUBLIC MARINA (CLOSED OCTOBER 1, 2026) THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE AND PROJECT MANAGER TO MINIMIZE DISRUPTION TO ROADWAY TRAFFIC AND ADJACENT USERS.

THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC FROM

HARM AS A RESULT OF THEIR CONSTRUCTION ACTIVITIES.

20. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCTION WITH OTHER CONTRACTORS INVOLVED WITH CONSTRUCTION OF THE PROPOSED IMPROVEMENTS AND FOR REPORTING ANY ERRORS OR DISCREPANCIES BETWEEN THESE PLANS AND/OR PLANS PREPARED BY OTHERS. IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS BECOME APPARENT, THESE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO

CONSTRUCTION OF ANYTHING AFFECTED SO THAT CLARIFICATION OR REDESIGN MAY OCCUR.

21. CONFORM TO THE CONDITIONS OF ALL EASEMENTS. RESTORATION OF INDIVIDUAL EASEMENT AREAS IS SUBJECT TO

APPROVALS OF THE PROPERTY OWNERS.

22. 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 ARCHAEOLOGICAL MATERIALS ARE DEFINED AS: ANTIQUITIES INCLUDING MOUNDS, MINES, EARTHWORKS, VILLAGE SITES, CAMP SITES, BURIALS, HUMAN OR OTHER BONES, SHELLS, STONE IMPLEMENTS, BONE OR COPPER IMPLEMENTS, POTTERY OR SHARD OF POTTERY, OR OTHER OBJECTS RELATING TO NATIVE AMERICAN OCCUPATION; AND MORE MODERN ARTIFACTS, SUCH AS FORTS, RELICS AND OTHER ARTIFACTS RELATING TO THE HISTORIC, COLONIAL, TERRITORIAL, AND EARLY

STATEHOOD PERIODS.

23. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED AS A RESULT OF HIS/HER CONSTRUCTION OPERATIONS, PER

SPECIFICATIONS.

24. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE PATTERNS, AND SHALL RESOLVE ANY DRAINAGE PROBLEMS ON ADJACENT PROPERTIES WHICH MAY RESULT FROM THE CONTRACTOR'S ACTIVITIES.

25. DIMENSIONS TAKE PRECEDENCE OVER SCALE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.

26. CONTRACTOR SHALL VERIFY ALL STAKING IN FIELD WITH ARCHITECT/ENGINEER AND OWNER'S REPRESENTATIVE

PRIOR TO CONSTRUCTION.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING ALL BONDS AND INSURANCE CERTIFICATES

28. CONSTRUCTION ON OTHER PHASES OF CONSTRUCTION MAY BE ONGOING SIMULTANEOUSLY TO THIS PROJECT.

CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK AND STAGING AREA USE WITH ALL OTHER CONTRACTORS

ONSITE.

29. RESEARCH, SECURE, COMPLY WITH ALL PERMIT REQUIREMENTS, AND PAY FOR ALL PERMITS, MUNICIPAL APPROVALS, FEES AND SIMILAR ITEMS AS NEEDED TO COMPLETE THE WORK.

30. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL PRE-EXISTING ON-SITE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE NOTED. THIS INCLUDES BUT IS NOT LIMITED TO CONCRETE, DEBRIS AND ALL

OTHER ITEMS AND UTILITIES TO BE ABANDONED

31. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED AS A RESULT OF HIS CONSTRUCTION OPERATIONS.

SURVEY NOTES:

1. BATHYMETRIC SURVEY PERFORMED ON 05/26/2023 BY SEAWORKS

2. LEGAL BOUNDARY SURVEY PERFORMED ON 11/20/2024 BY POLARIS SURVEYING, LLC

3. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

NAVD88 = IGLD85 + 0.15'

4. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE, SOUTH ZONE, INTERNATIONAL FOOT.

5. TOPOGRAPHIC SURVEY PERFORMED ON 07/30/2023 BY EDGEWATER RESOURCES

6. AVERAGE WATER LEVEL ON DAY OF THE SURVEY WAS 580.12' (NAVD88)

7. MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY (EGLE)

ORDINARY HIGH WATER MARK (OHWM) = 580.65 (NAVD88) = 580.5' (IGLD85)

8. UNITED STATED ARMY CORPS OF ENGINEERS (USACE)

ORDINARY HIGH WATER MARK (OHWM) = 581.65 (NAVD88) = 581.5' (IGLD85)

9. UNITED STATED ARMY CORPS OF ENGINEERS (USACE)

LOW WATER DATUM (LWD) = 577.65 (NAVD88) = 577.5' (IGLD85)

10. ANY PROPERTY LINES SHOWN ARE APPROXIMATE

SANITARY SYSTEM NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH ALL NECESSARY SANITARY PERMITS AND FOR

COORDINATION WITH LOCAL HEALTH DEPARTMENT ON INSPECTIONS AND APPROVALS.

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W W

W W

W W

W W

W W

W W

W

W W

W

ST

ST

ST

ST

ST ST ST ST ST

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST ST ST ST ST ST ST

ST

ST

ST

ST

ST

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

W W

W W

W W

W W

W W

W W

W

W

W

COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM COM

2 58

BENCHMARK TABLE

POINT #

10105

10106

LABEL

BM1

BM2

ELEVATION

583.350

587.890

NORTHING

650002.9810

649833.5730

EASTING

13613535.6940

13613323.9820

DESCRIPTION

CENTER OF MANHOLE PIN

CENTER OF MANHOLE PIN

NORTH

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER RESOURCES 7/30/2023 (NAVD88).

2. BATHYMETRIC SURVEY COMPLETED BY SEAWORKS ON 5/26/2023 (IGLD CONVERTED TO NAVD88).

3. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

4. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID, SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

5. VERTICAL DATUM IS NAVD88.

6. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS SURVEYING, LLC ON 11/20/2024.

7. PROJECT LIMITS DO NOT INCLUDE TEMPORARY DEWATERING AREAS - SEE DREDGE DISPOSAL PLAN

80'40'0

SCALE: 1" = (AT 24"x36")

P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\V-1.XX.DWG

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

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40'

PROJECT EXTENTS

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

EXISTING USACE STONE

BREAKWATER STRUCTURE

LAKE HURON

EXISTING USACE STONE BREAKWATER

STRUCTURE & CONCRETE PATHWAY

APPROXIMATE EDGE OF WATER

EXISTING FLOATING DOCK SYSTEM (N.I.C.)

EXISTING FIXED DOCK

SYSTEM (14,050 SF)

EXISTING MDNR

BOATER SERVICE

BUILDING

HURON AVENUE

EXISTING

TRAFFIC CIRCLE

EXISTING BUILDING

APPROXIMATE PROPERTY LINES, TYP.

APPROXIMATE PROPERTY LINES, TYP.

EXISTING TIMBER BOARDWALK

EXISTING CONCRETE SIDEWALK, TYP.

EXISTING BENCH & CONCRETE PAD, TYP.

EXISTING BIKE RACK & CONC. PAD

EXISTING TIMBER

BOARDWALK

EXISTING LITTER ENCLOSURE

EXISTING

BUILDING

EXISTING

FUEL TANKS

EXISTING SITE

PARKING LOT

EXISTING

PAVILION

EXISTING SITE

PARKING LOT

EXISTING COMMUNICATIONS LINE

EXISTING 2'' WATER MAIN

EXISTING 1''

WATER MAIN

EXISTING 8'' HDPE

SANITARY SEWER

EXISTING 4' SANITARY

MANHOLE

EXISTING 2'' PVC

WATERMAIN

EXISTING 4' SANITARY

MANHOLE

EXISTING SITE SIGNAGE, TYP.

EXISTING

RESTROOM

BUILDING

EXISTING GRILL, TYP.

EXISTING PLAYGROUND EQUIPMENT

EXISTING

SHOWER, TYP.

EXISTING PLAY AREA, TYP.

EXISTING REINFORCED

CONC. TYP.

EXISTING CONCRETE PROMENADE

EXISTING UNDERGROUND

ELECTRIC

EXISTING

SANITARY LINE

EXISTING SANITARY MANHOLE

(BENCHMARK #1)

EXISTING STORMWATER LINE

219'-6''

104'-0'' 115'-8" 104'-6''

172'-3''

193'-6''

8'-0''

8'-0''

30'-0'' TYP.

30'-0'' TYP. 3'-0"

TYP.

3'-0" TYP.

30'-0'' TYP.

30'-0'' TYP.

3'-0"

TYP.

3'-0" TYP.

30'-0'' TYP.

45'-0'' TYP.

60'-0'' TYP.

2'-6" TYP.

2'-6"

TYP.

402'-6'' 112'-6''

45'-0'' TYP.

2'-6" TYP.

10'-0''

12'-0''

45'-0'' TYP.

45'-0'' TYP.

3'-0" TYP.

3'-0"

TYP.

45'-0'' TYP.

2'-6"

TYP.

12'-0''

98'-6''

10'-0''

407'-0''

107'-0''

440'-0''

77'-0''

60'-0''

EXISTING ELEC. EQUIP.

& CONC. PADS BENEATH

EXISTING SERVICE PIER

BUILDING (192 SF)

EXISTING FIXED PIERS (450 SF)

EXISTING FLOATING

PIERS (4,750 SF)

EXISTING SHEET PILE WALL

EXISTING SANITARY MANHOLE

(BENCHMARK #2)

EXISTING GANGWAY

RAMP (120 SF)

EXISTING FUEL TRANSITION SUMP BOX

W/ ATTACHED LINES (SEE FUEL SHEETS)

EXISTING DECOMPOSED

GRANITE WALK, TYP.

EXISTING FUEL

TRANSITION SUMP

EXISTING

OVERHEAD LIGHT

LEXINGTON

HARBOR

VILLAGE OF LEXINGTON

TIERNEY PARK

BID

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2 58

NORTH

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY EDGEWATER RESOURCES 7/30/2023 (NAVD88).

2. BATHYMETRIC SURVEY COMPLETED BY SEAWORKS ON 5/26/2023 (IGLD CONVERTED TO NAVD88).

3. AVERAGE WATER LEVEL ON 5/26/2023 = 580.12' (NAVD88).

4. HORIZONTAL DATUM IS MICHIGAN STATE PLANE GRID, SOUTH ZONE, NAD83, INTERNATIONAL FOOT.

5. VERTICAL DATUM IS NAVD88.

6. LEGAL BOUNDARY SURVEY PERFORMED BY POLARIS SURVEYING, LLC ON 11/20/2024.

7. PROJECT LIMITS DO NOT INCLUDE TEMPORARY DEWATERING AREAS - SEE DREDGE DISPOSAL PLAN

8. EXISTING INTERMEDIATE PILES NOT SHOWN. CONTRACTOR TO VERIFY QUANTITY OF EXISTING PILE

ANCHORAGES WITHIN THE DOCK DEMOLITION AD REMOVAL AREAS AND CONDUCT SWEEP OF AREA

TO ENSURE ALL DOCK SUPPORT AND INTERMEDIATE PILES ANCHORAGES ARE REMOVED AS PART

OF THE DEMOLITION AND REMOVAL PROCESS (CONFIRM W/ ENGINEER)

P:\2018\18-36 LSH - LEXINGTON STATE HARBOR\CAD\SHEETS\PHASE 2 - MARINA SHEETS\D-1.XX.DWG

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2026 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

REVISION

PR

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

DATE

EXISTING CONCRETE SIDEWALK

(TO REMAIN, TYP.)

LAKE HURON

EXISTING USACE STONE BREAKWATER

STRUCTURE & CONCRETE PATHWAY (TO REMAIN)

APPROXIMATE EDGE OF WATER

EXISTING FLOATING DOCK SYSTEM (N.I.C.)

EXISTING FIXED DOCK SYSTEM

(TO BE REMOVED - 14,050 SF)

EXISTING MDNR

BOATER SERVICE

BUILDING (TO REMAIN)

HURON AVENUE EXISTING

TRAFFIC CIRCLE

(TO REMAIN)

EXISTING BUILDING

(TO REMAIN)

EXISTING TIMBER BOARDWALK

(TO REMAIN)

EXISTING BIKE

RACK & CONC. PAD

(TO REMAIN)

EXISTING TIMBER

BOARDWALK (TO REMAIN)

EXISTING LITTER ENCLOSURE

(TO REMAIN)

EXISTING BUILDING

(TO REMAIN)

EXISTING FUEL TANKS

(TO REMAIN)

EXISTING SITE

PARKING LOT

EXISTING

PAVILION

(TO REMAIN)

EXISTING SITE SIGNAGE

(TO REMAIN, TYP.

EXISTING

RESTROOM

BUILDING

(TO REMAIN)

EXISTING SHOWER

(TO REMAIN, TYP.)

EXISTING REINFORCED

CONC. (TO REMAIN, TYP.)

EXISTING CONCRETE PROMENADE

(TO BE REMOVED - 2,300 SF)

EXISTING UTILITY TRANSFORMER. &

CONC. PAD BENEATH (TO REMAIN)

EXISTING SERVICE PIER BUILDING

(TO BE REMOVED - 200 SF)

EXISTING FIXED PIERS

(TO BE REMOVED - 450 SF)

EXISTING FLOATING PIERS

(TO BE REMOVED - 2,500 SF)

EXISTING SHEET PILE WALL

(TO REMAIN)

EXISTING CONCRETE SIDEWALK

(TO BE REMOVED - 840 SF)

EXISTING CONCRETE SIDEWALK

REMOVAL @ UTILITY PENETRATIONS

(TO BE REMOVED - 165 SF TOTAL)

EXISTING DECOMPOSED GRANITE

REMOVAL @ UTILITY PENETRATION

(TO BE REMOVED - 250 SF)

ESTIMATED DEMOLITION QUANTITY

ITEM NO. DESCRIPTION QUANTITY UNIT

1 CONCRETE SIDEWALK REMOVAL 1000 SF

2 CONCRETE PROMENADE REMOVAL 2300 SF

3 DECOMPOSED GRANITE REMOVAL 500 SF

4 FIXED PIER REMOVAL 14500 SF

5 FLOATING PIER REMOVAL 2500 SF

6 SERVICE PIER BUILDING REMOVAL 200 SF

7 ELECTRICAL UNIT & PAD REMOVAL 2 EA

8 FUEL TRANSITION SUMP & LINES 1 EA

9 GANGWAY REMOVAL (SALVAGE) 150 SF

10 FLOATING PIER & RAMP REMOVAL (SALVAGE) 2300 SF

EXISTING GANGWAY RAMP TO BE

CAREFULLY REMOVED, SALVAGED &

STOCKPILED AT AN APPROVED UPLAND SITE

(TO BE REMOVED & SALVAGED - 150 SF)

EXISTING ELEC. EQUIP. & CONC. PAD BENEATH

(TO BE REMOVED - SEE ELECTRICAL SHEETS)

EXISTING FUEL TRANSITION SUMP BOX W/ ATTACHED

LINES (TO BE REMOVED - SEE FUEL SHEETS)

EXISTING FLOATING PIERS & RAMP TO BE

CAREFULLY REMOVED, SALVAGED &

STOCKPILED AT AN APPROVED UPLAND SITE

(TO BE REMOVED & SALVAGED - 2300 SF)

EXISTING DECOMPOSED GRANITE

REMOVAL @ UTILITY PENETRATION

(TO BE REMOVED - 250 SF)

PROTECT EXISTING FUEL

TRANSITION SUMP (TO REMAIN)

PROTECT EXISTING OVERHEAD LIGHT (TO REMAIN)

60'30'0

SCALE: 1" = (AT 24"x36")30'

APPROXIMATE PROPERTY LINES, TYP.

USACE FEDERAL NAVIGATION

CHANNEL BOUNDARY

LEXINGTON

HARBOR

VILLAGE OF LEXINGTON

TIERNEY PARK

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BID

751/17282 BDW