Drawings 17185_Part1.pdf

EDGEWATER RESOURCES, LLC

518 BROAD ST.

ST. JOSEPH, MI 49085

CONTACT:

COLIN HASSENGER, P.E., PROJECT MANAGER

(269) 625 - 4869

UTILITY CONTACTS

UTILITY

SERVICE

AGENCY CONTACT

WATER &

SEWER

N/A N/A

ELECTRIC UPPER PENINSULA POWER CO. (906) 449-2014

GAS N/A N/A

TELEPHONE

& INTERNET

AT&T (800) 288-2020

ROADS KEWEENAW COUNTY ROAD

COMMISSION

(906) 337-1610

FIRE DEPT EAGLE HARBOR TOWNSHIP (906) 289-4407

PERMIT INFORMATION

AGENCY PERMIT NO DATE

AUTHORIZED EXPIRATION DATE

EGLE WRP030756 V.1 09/20/2021 02/20/2026

USACE PENDING

WUPHD

SEPTIC PENDING

KEWEENAW COUNTY, MI

Sheet List Table Sheet Number Sheet Title

G-1.01 COVER SHEET

G-1.02 GENERAL NOTES

V-1.01 EXISTING CONDITIONS

V-1.02 EXISTING CONDITIONS -

WEST

V-1.03 EXISTING CONDITIONS -

EAST

D-1.01 DEMOLITION & SESC

CM-1.01 OVERALL SITE PLAN

CM-1.02 SITE PLAN - WEST

CM-1.03 SITE PLAN - EAST

CM-1.04 DREDGE PLAN

CM-1.05 SITE UTILITY PLAN

CM-1.06 SITE SEPTIC PLAN

CM-4.01 EAST SSP WALL

ENLARGEMENT

CM-5.01 SANITARY FIELD DETAILS

CM-5.02 MARINA DETAILS

CM-5.03 MARINA DETAILS

CONTINUED

CM-5.04 SSP WALL DETAILS

CM-5.05 DREDGING DETAILS

CM-5.06 GENERAL DETAILS

CM-5.07 GENERAL DETAILS

CONTINUED

CM-5.08 GENERAL DETAILS

CONTINUED

E-6.01 ELECTRICAL SCHEDULE

E-6.02 ELECTRICAL ONE-LINE

DIAGRAM

A-1.01 ARCHITECTURAL SHEET

A-4.01 ARCHITECTURAL DETAILS

EAGLE HARBOR STATE HARBOR

HARBOR UPGRADES

MARINA ROAD, EAGLE HARBOR, MI

DRAWING SET FOR BID

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MARINA ROAD

EAGLE

HARBOR 26

PINE STREET

EAGLE HARBOR

STATE HARBOR

MISS DIG

CALL AT LEAST 3 FULL WORKING DAYS (72 HRS)

BEFORE YOU DIG

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

DANIEL EICHINGER, DIRECTOR

CONTACT:

JEFF BARSCH, PROJECT DIRECTOR

(906) 251-0727

THE FEDERAL AID IN SPORT FISH RESTORATION PROGRAM IS FUNDING

THIS CONSTRUCTION THANKS TO YOUR PURCHASE OF FISHING

EQUIPMENT AND MOTORBOAT FUELS.

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ARCHITECTURAL

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND CONTROL.

SEAL NAME: DATE:

Michelle M Rumsa, RA

CIVIL ENGINEER

I CERTIFY THAT THESE DRAWINGS WERE PREPARED BY ME OR UNDER MY

DIRECT SUPERVISION AND CONTROL.

SEAL NAME: DATE:

Colin D Hassenger, PE 06.10.2022

06.10.2022

751/17185.JBB

NOTE: CONTRACTOR IS RESPONSIBLE FOR LARA: BUILDING, ELECTRICAL, MECHANICAL, AND PLUMBING

PERMITS AND DTMB: SESC PERMIT PRIOR TO CONSTRUCTION

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1. ATTENTION IS DIRECTED TO THE FACT THAT THE WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN

ACTIVE AND FUNCTIONAL FACILITY. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S

REPRESENTATIVE AND PROJECT MANAGER TO MINIMIZE DISRUPTION TO THE OPERATIONS OF THE FACILITY.

THE CONTRACTOR IS SOLELY RESPONSIBLE TO PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS AND EMPLOYEES OF THE FACILITY, FROM HARM AS A RESULT OF HIS CONSTRUCTION ACTIVITIES.

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 CONTRACTORS FAILURE TO VERIFY EXISTING

CONDITIONS AND DIMENSIONS.

4. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING SITE ACCESS INCLUDING, BUT NOT LIMITED TO, EXISTING ACCESS ROADWAYS FOR SUITABILITY OF CONSTRUCTION EQUIPMENT ACCESS AND CLEARANCES PRIOR TO

BIDDING.

5. 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. TEST PITS AND ASSOCIATED REPORTING SHALL BE

INCLUDED IN THE PRICE BID AS PART OF GENERAL CONDITIONS.

6. WHEN EXISTING CONSTRUCTION, WHICH IS TO REMAIN, IS DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BE REPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS AS MUCH AS POSSIBLE, SUBJECT TO OWNERS APPROVAL AND AT NO ADDITIONAL COST TO OWNER.

7. 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.

8. THE OWNERS OF THE VARIOUS UTILITIES WITHIN THE RIGHTS-OF-WAY OR ADJACENT EASEMENTS, IF ANY, WILL FIELD LOCATE AND MARK THE LOCATION OF THEIR FACILITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN AMPLE TIME FOR THEM TO LOCATE THEIR FACILITIES.

9. SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.

10. THE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS AND EQUIPMENT, INCLUDING SPECIAL CUTTING DEVICES, NECESSARY TO PERFORM THE WORK CONTAINED IN THIS CONTRACT.

11. CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED WITH THE OWNERS 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 UN-CURED CONCRETE OR ANY OTHER AREAS UNDER DISTURBANCE BOTH LANDSIDE

AND WATERWARD.

12. PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL. ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM 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.

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

14. PROVIDE PROTECTION FOR ALL SITE AMENITIES, SCHEDULED TO REMAIN, WITHIN THE IMMEDIATE PROJECT PROJECT FOR THE DURATION OF THE PROJECT TO MINIMIZE ANY DAMAGE AS A RESULT OF CONSTRUCTION ACTIVITIES. PLACE PROTECTION BEFORE AND WORK IS STARTED AND IS TO BE IN THE FORM OF FLUORESCENT

ORANGE SNOW FENCING OR WOOD RAIL AND POSTS PLACED AROUND EACH SITE AMENITY.

15. NOTIFY PROPERTY OWNERS PRIOR TO ANY REMOVAL OR RECONSTRUCTION WORK EITHER ON THEIR

PROPERTY OF ALONG THE RIGHT-OF-WAY IN FRONT OF THEIR PROPERTY.

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

CONSTRUCTION.

17. MAINTAIN SAFE AND CONTINUOUS THROUGH TRAFFIC AND INGRESS AND EGRESS FOR ADJACENT PRIVATE DRIVEWAYS, SERVICE ROADS, PARKING AREAS, BOAT LAUNCH RAMP, 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.

18. MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THE EXISTING BUILDINGS AND TOILET FACILITIES FOR

THE DURATION OF THE CONTRACT.

19. 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 ALONG THE ROUTE OF CONSTRUCTION.

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

SUBJECT TO APPROVALS OF THE PROPERTY OWNERS.

21. PROTECT AND PRESERVE ALL RIGHTS-OF-WAY MONUMENTS, SURVEY MARKERS, AND PROPERTY CORNER MARKERS. ANY MARKERS DISTRIBUTED BY THE CONTRACTOR SHALL BE REPLACED BY A LICENSED SURVEYOR

AT THE CONTRACTOR'S EXPENSE.

22. 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.

23. RESEARCH, SECURE, COMPLY WITH ALL PERMIT REQUIREMENTS, AND PAY FOR ALL PERMITS AND FEES.

PERMITS REQUIRED INCLUDE, BUT ARE NOT LIMITED TO: A LARA PERMIT FOR BUILDING, ELECTRICAL, MECHANICAL, AND PLUMBING.

GENERAL NOTES:

1. 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.

2. 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 A PROJECT.

3. 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.

4. 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 LOCATOR 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 INCLUDE THE COST OF PRIVATE UTILITY LOCATE SERVICES IN THEIR BID. 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 OR TIME ALLOWED TO DO SAME WHICH WOULD RESULT FROM EXISTING UTILITIES BEING FOUND IN DIFFERENT LOCATIONS OTHER THAN SHOWN ON THESE DRAWINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITY OWNERS IN

AMPLE TIME FOR THEM TO LOCATE AND MARK THEIR FACILITIES.

UTILITY NOTES:

MARINA GENERAL NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL MARINA CONSTRUCTION ADHERE TO PROJECT

SPECIFICATIONS, PROJECT DOCUMENTS, PROJECT DRAWINGS, PERMITS, APPLICABLE LOCAL, STATE, AND

FEDERAL CODES.

2. THE CONTRACTOR SHALL SUPPLY COMPLETE STRUCTURAL CALCULATIONS TO ACCOMPANY THE SHOP DRAWINGS AND SUBMITTALS WERE NOTED. THESE STRUCTURAL CALCULATIONS SHALL INCLUDE SYSTEM ANCHORAGE, STRUCTURAL DESIGN, AND FLOATATION. ALL STRUCTURAL CALCULATIONS SHALL BEAR THE SIGNATURE AND SEAL OF A STATE OF MICHIGAN LICENSED PROFESSIONAL ENGINEER. THE ENGINEER PROVIDING THE STRUCTURAL CERTIFICATION SHALL HAVE A MINIMUM OF 10 YEARS EXPERIENCE AS A

PROFESSIONAL ENGINEER SPECIALIZING IN MARINA-WATERFRONT ENGINEERING.

3. THE PROPOSED DOCKS AND OTHER NECESSARY MATERIALS WILL BE CONFINED TO AN OWNER APPROVED STAGING AREA CONFIRMED PRIOR TO CONSTRUCTION. THE CONTRACTOR TRAILER WILL ALSO BE LOCATED

IN THIS AREA.

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

CONSTRUCTION.

5. CRIB PIER SYSTEM SHALL BE PAID AT THE GENERAL CONTRACTOR'S BID PRICE PER LUMP SUM TO FURNISH AND INSTALL A COMPLETE SYSTEM, INCLUDING, BUT NOT LIMITED TO, CLEATS, FENDER AND SUPPORT PILES, WALKWAYS, PIERS, UTILITY PEDESTALS (INCLUDING ELECTRICAL WIRING AND POTABLE WATER PIPING WITHIN THE PEDESTALS), ANCHORAGE SYSTEM, LADDERS, WITH ALL ASSOCIATED MARINE HARDWARE DESIGNED IN ACCORDANCE WITH PROJECT DOCUMENTS, AND THE FOLLOWING DOCK UTILITY SYSTEMS:

A. WATER DISTRIBUTION SYSTEM INCLUDES ALL PIPE, VALVES, FITTINGS, AND SERVICE CONNECTIONS TO THE UTILITY PEDESTALS (INCLUDING CONNECTION AND PLUMBING WITHIN THE PEDESTAL). THIS ITEM SHALL ALSO INCLUDE ALL DISINFECTION AND TESTING NECESSARY TO PLACE THE POTABLE

WATER DISTRIBUTION SYSTEM IN SERVICE.

B. MARINE ELECTRICAL SYSTEM INCLUDES ALL CABLE, WIRING, CONDUITS (AS NEEDED FOR

ELECTRICAL FACILITIES), DOCK-BASED DISTRIBUTION EQUIPMENT, UTILITY PEDESTALS (INCLUDING

ELECTRICAL WIRING WITHIN THE PEDESTAL), AND ELECTRICAL SERVICES TO PEDESTALS.

C. FIRE PROTECTION SYSTEM INCLUDES ALL PIPES, VALVES, FITTINGS, HANGERS, FIRE PROTECTION

CONNECTIONS FROM BOTH LAND AND WATER, STANDPIPES, MOUNTING SYSTEMS, HOSE

CONNECTIONS, AND ALL OTHER REQUIRED APPURTENANCES. THIS ITEM SHALL INCLUDE ALL

TESTING NECESSARY TO PLACE THE FIRE PROTECTION SYSTEM IN SERVICE.

6. ALL PROPOSED CLEATS SHALL BE PER THE DETAILS AND SPECIFICATIONS.

7. CONTRACTOR TO CO-ORDINATE AND SCHEDULE MEETINGS BETWEEN ALL OTHER CONTRACTORS WORKING

ONSITE TO ENSURE COORDINATION.

8. CONTRACTOR TO DEMONSTRATE ALL UTILITY SYSTEMS OPERATIONS AND SYSTEMS BY INSTALLERS AT A

SCHEDULED DEMONSTRATION MEETING WITH THE OWNER PRIOR TO ACCEPTANCE.

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

WHERE EXPOSED.

10. EXISTING BOAT LAUNCH RAMP TO REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION.

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 OWNER.

2. THE CONTRACTOR IS RESPONSIBLE FOR TESTING AND DISINFECTING THE POTABLE WATER SYSTEM AFTER IMPROVEMENTS ARE COMPLETE. ALL WATER SERVICE PIPE AND APPURTENANCES SHALL BE MADE WATER TIGHT PRIOR TO ACCEPTANCE. CONTRACTOR RESPONSIBLE FOR COLLECTING SAMPLES AND RECEIVING

APPROVAL FROM LOCAL HEALTH DEPARTMENT PRIOR TO ACCEPTANCE AND USAGE.

SURVEY NOTES:

ELECTRICAL SYSTEM NOTES:

1. 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.

2. ELECTRICAL EQUIPMENT, MATERIALS, AND FOR OTHER ELECTRICAL SYSTEMS WITHIN

INFLUENCED AREA SHALL BE IN ACCORDANCE WITH N.E.C ., STATE FIRE MARSHALL, AND

STATE AGENCIES RULES AND REGULATIONS.

3. ELECTRICAL EQUIPMENT, MATERIALS, AND INSTALLATION FOR ELECTRICAL SYSTEM SHALL

BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE

(N.E.C.) AND LOCAL CODES.

4. 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.

5. ENTIRE ELECTRICAL SYSTEM TO INCLUDE GROUND FAULT PROTECTION PER N.E.C.

REQUIREMENTS AND PER SPECIFICATIONS. ALL GROUND FAULT CONTROLS SHALL BE

INDIVIDUALLY TESTED AND DOCUMENTED BY THE CONTRACTOR PRIOR TO ACCEPTANCE.

6. ALL BONDING OF SERVICE EQUIPMENT, RACEWAYS, SEPARATELY DERIVED SYSTEMS,

EXPOSED INTERIOR STRUCTURAL STEEL, AND OTHER ENCLOSURES SHALL COMPLY WITH

NEC REQUIREMENTS, IN PARTICULAR, THOSE FOUND IN ARTICLE 250, PART V.

SANITARY SYSTEM NOTES:

1. ALL PIPE SHALL BE CERTIFIED BY THE MANUFACTURER TO MEET THE APPLICABLE ASTM

SPECIFICATION REQUIREMENTS, CERTIFICATION FORMS, TOGETHER WITH A REPORT OF

THE TEST RESULTS, SHALL BE PROVIDED TO THE CONSTRUCTION INSPECTOR/ENGINEER.

2. 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.

3. CONTRACTOR IS RESPONSIBLE FOR CONFORMANCE WITH SEPTIC PERMIT AND FOR

COORDINATION WITH LOCAL HEALTH DEPARTMENT ON INSPECTIONS AND APPROVALS.

1. VERTICAL DATUM IS INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85). IGLD'85 = NAVD88 + 0.04'.

2. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANES, NORTH ZONE, INTERNATIONAL FOOT.

3. SITE SURVEY PERFORMED BY EDGEWATER RESOURCES ON 4/27/17. BATHYMETRIC SURVEY PERFORMED BY

EDGEWATER RESOURCES ON 4/27/17.

4. AVERAGE WATER LEVEL ON 4/27/17 WAS 602.15' IGLD85.

5. ANY SURVEY MONUMENTS REMOVED DURING THE COURSE OF CONSTRUCTION ACTIVITIES MUST BE WITNESSED, RESURVEYED, REPLACED, AND CERTIFIED FOLLOWING COMPLETION BY A MI LICENSED SURVEYOR IN COMPLIANCE WITH THE CORNER RECORDATION ACT [1970 PA 74, MCL 54.201-210(D)].

6. BENCHMARK #1 (NORTHING, EASTING) = 978153.05, 25962764.60

7. BENCHMARK #2 (NORTHING, EASTING) = 978220.64, 25962982.88

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

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NONE

BID

SESC NOTES:

1. A SOIL EROSION AND SEDIMENT CONTROL (SESC) PERMT IS REQUIREDFROM THE MIGHIGAN DEPARTMENT OF

TECHNOLOGY, MANAGEMENT, AND BUDGET (DTMB). CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH

CHRISTOPHER MCGARRY: MCGARRYC@MICHIGAN.GOV

SCALE:

601 600 599

58959

594593

591590

604603

607606

593 592

NORTH

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

100'50'0

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

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NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE,

INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 + 0.04').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

ENLA

RGEMENT -

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-1.

LAKE SUPERIOR/EAGLE HARBOR

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17-37

6/10/2022

50'

BID

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DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

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© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

40'20'0

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

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\V-X.XX.DWG

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE,

INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 + 0.04').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

EXISTING USACE NAVIGATION

CHANNEL LIMITS (TYP.)

EXISTING GRAVEL PARKING LOT

AND ROAD WAY (TYP.) - TO BE REPLACED

EXISTING WATER VALVE (TYP.)

- TO BE REPLACED

EXISTING FLAG POLE - TO REMAIN

EXISTING UTILITY POLE - TO REMAIN

EXISTING ARMOR STONE RIPRAP - TO REMAIN

EXISTING USCG LIFE SAVING STATION

- TO REMAIN

EXISTING TREES - TO REMAIN

EXISTING CONCRETE SIDEWALK

- TO BE REPLACED

EXISTING STEEL SEAWALL - TO REMAIN

EXISTING MOORING AREA

- TO BE REPLACED

EXISTING BOATER SERVICES

BUILDING - TO REMAIN

EXISTING WATER'S EDGE

LAKE SUPERIOR/EAGLE HARBOR

EXISTING LIGHT POLE

- TO BE REMOVED

EXISTING PUMPOUT -

TO BE REMOVED

EXISTING POLE WITH TRANSFORMER

FOR ELECTRICAL POWER SUPPLY

EXISTING FUEL

- REMOVED BY OTHERS

EXISTING BOAT LAUNCH

SIGNAGE - TO REMAIN

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17-37

6/10/2022

20'

BID

EXISTING SANITARY MANHOLE - TO REMAIN

EXISTING SEPTIC TANK TO BE REPLACED

EXISTING GRAVEL DRIVEWAY TO

BE PARTIALLY REPLACED

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590589

NORTH

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

40'20'0

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

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\V-X.XX.DWG

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE,

INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 + 0.04').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

EXISTING USACE NAVIGATION

CHANNEL LIMITS

EXISTING GRAVEL PARKING LOT

AND ROAD WAY (TYP.) - PARTIALLY REPLACED

EXISTING WATER'S EDGE

EXISTING BOAT LAUNCH

- TO REMAIN

EXISTING SEASONAL SKID PIER

- TO REMAIN

LAKE SUPERIOR/EAGLE HARBOR EXISTING MDNR SIGN AND FOUNDATIONS

- TO BE RELOCATED

EXISTING VAULT TOILET

- TO REMAIN

SECTION LINE

PROPERTY LIN

E

EXISTING PROPERTY CORNER

(BENCHMARK 2) - TO REMAIN

EXISTING SURVEY MONUMENT

- TO BE REMOVED AND REPLACED

BY LICENSED SURVEYOR (SEE

SURVEY NOTE #5, PAGE G-1.02)

(BENCHMARK 1)

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V-1.03

17-37

6/10/2022

20'

BID

EXISTING GRASS LAWN

- TO REMAINEXISTING GRAVEL DRIVEWAY

- TO REMAIN

CONTRACTOR RESPONSIBLE FOR CONFIRMING

SITE CONDITIONS AND EQUIPMENT CLEARANCES

TO SITE PRIOR TO CONSTRUCTION

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589588

60860

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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.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

PR

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

40'20'0

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

D

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6/10/2022

30'

BID

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\V-X.XX.DWG

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES, NORTH ZONE,

INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

HARBOR SIGN TO BE REMOVED

AND RELOCATED

REMOVE EXISTING TREES

IN AREA OF NEW DRIVEWAY

SEE DREDGE SHEETS FOR

IN-WATER REMOVALS

REMOVE SHEETPILE WALL AND CAP

TO 12" BELOW GRADE IN LOCATIONS

OF NEW SIDEWALK - SEE CM-1.02MARINA PUMP-OUT

TO BE REMOVEDTYPICAL LIGHTPOLE TO BE

REMOVED (QTY. = 5)

REMOVE ALL EXISTING

UTILITIES ALONG PROMENADE

SEE ARCHITECTURAL PLANS

FOR BUILDING REMOVALS

EXISTING CONCRETE SIDEWALK

- TO BE REMOVED (375 SF)

CONCRETE PROMENADE

- TO BE REMOVED (1,815 SF)

REMOVE EXISTING SEPTIC TANK

FOLLOWING REPLACEMENT

FUEL REMOVED BY OTHERS

EXISTING SURVEY MONUMENT

- TO BE REMOVED AND REPLACED

BY LICENSED SURVEYOR (SEE

SURVEY NOTE #5, PAGE G-1.02)

REMOVE EXISTING TIMBER

FENDERING, MOUNTS TO REMAIN

TEMPORARY EXCCAVATION/REMOVAL

FOR SHEET PILE TIEBACKS

SESC NOTES:

1. CONTRACTOR RESPONSIBLE FOR OBTAINING A DTMB SESC PERMIT PROR TO CONSTRUCTION

2. ALL IN-WATER WORK AREAS TO BE FULLY ENCAPSULATED BY TURBIDITY CURTAIN TO PREVENT

SILTATION

3. CONTRACTOR RESPONSIBLE FOR MAINTAINING SESC MEASURES THROUGHOUT CONSTRUCTION.

CONTRACTOR RESPONSIBLE FOR REMOVING ALL SESC MEASURES UPON COMPLETION AND

APPROVAL BY DTMB.

SILT FENCE AND STRAW BALES

AT DEWATERING AREACM-1.04

SILT FENCE AROUND

RAISED SEPTIC FIELD

TURBIDITY CURTAIN TO ENCAPSULATE

AREAS OF DREDGING AND SEAWALL/DOCK

CONSTRUCTION

CM-5.05

INSTALL 30 LF OF SILT FENCE ALONG

EASTERN LIMIT OF PROPOSED

GROUND DISTURBANCE CM-5.05

CM-1.06

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58959

594593

591590

604603

607606

593 592

NORTH

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

100'50'0

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

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\CM-X.XX.DWG

SITE

PLA

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EST -

SEE SHEET C

M-1.

SITE

PLA

N EAST-

SEE SHEET C

M-1.

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M-1.

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CH

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17-37

6/10/2022

50'

BID

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES,

NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

590589

601600

597596

NORTH

DATE:

DESIGNED BY:

DRAWN BY:

REVIEWED BY:

SHEET NUMBER:

THE REPRODUCTION, COPYING OR

OTHER USE OF THIS DRAWING WITHOUT

WRITTEN CONSENT IS PROHIBITED.

© 2022 EDGEWATER RESOURCES, LLC.

ISSUED FOR:

DATE REVISION

PR

O

JE

C

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E:

SH

EE

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518 Broad Street, Suite 200 Saint Joseph, MI 49085

P: 269.932.4502 edgewaterresources.com

PROJ NO.:

751/17185.JBB

DTMB PROJ. NO.

40'20'0

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

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6/10/2022

20'

BID

P:\2017\17-37 MDNR - EAGLE HARBOR\CAD\SHEETS\CM-X.XX.DWG

CM-5.07

265'-0"

'-4

8'- 0"

5'-0" (TYP.)

45'-0"

PIER ARMORING STONE AREA A (APPROX. 280 CY

OF MDOT HEAVY RIPRAP) - ALTERNATE #1

EXISTING ARMOR STONE REVETMENT

-TO REMAIN

8' WIDE CONCRETE SIDEWALK,

MATCH EXISTING WALL CAP

EXISTING SSP WALL TO RECEIVE TIMBER FENDERING FOR WHOLE

LENGTH AND 6"X6" TIMBER POSTS @ 8' O.C. (SEE ELEVATION VIEW)

ARMORING STONE - AREA B, MDOT

PLAIN RIPRAP (APPROX. 15 CY)

SSP RETURN WALL TO EXTEND 24'-1.5" MIN.

TO MATCH EXISTING GRADE ELEVATION = 605.3'

RELOCATED EAGLE HARBOR MDNR

SIGN LOCATION

605.56'

606.46'

606.40'

604.70'

604.36'

605.66'

SCALE:

WEST SIDEWALK ENLARGEMENT

3/8"=1'-0" DT-WEST SIDEWALK ENLARGEMENT

7'-6" TYP.

4.9% 1.5%

604.33'

604.70'

4.9% 1.5%

4.5%

5'-0"

604.21'

604.58'

1.5%

8'- 0"

1.1%

2.25%

1.2%

606.40'

EXISTING BOATER SIGNAGE

TO BE REPLACED AFTER

CONSTRUCTION

2% MAX.

60"

1 ADA PARKING ENLARGEMENT

SCALE: 1"=10'

ROLL CURB AT ENTRANCE

TO ADA SPACE

606.60'

606.00'

CM-5.07

NOTES:

1. HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE COORDINATES,

NORTH ZONE, INTERNATIONAL FT.

2. VERTICAL DATUM IS IGLD'85 (IGLD'85 = NAVD88 - 0.05').

3. TOPOGRAPHIC AND BATHYMETRIC SURVEY PERFORMED ON 4/27/2017.

4. WATER ELEVATION ON DAY OF SURVEY WAS 602.15' (IGLD'85).

5. USACE OHWM = 603.1' (IGLD'85); USACE LWD = 601.1' (IGLD'85)

CM-5.06

CM-5.08

1 REPLACEMENT TIMBER FENDERING

ON EXISTING SEAWALL (265 LF)

SEE SHEET CM-1.04

FOR PROPOSED DREDGING

384"

57'-0"

6'-0"

6'- 0"

SLIP #1 SLIP #2 SLIP #3 SLIP #4 SLIP #5 SLIP #6

ADA PARKING SIGN AND POST

CP1

CP2

CONTROL POINT TABLE

POINT # NORTHING EASTING

CP1 977843.26 25962421.32

CP2 977875.05 25962427.61

L L

SWING TYPE LADDER (TYP.)CM-5.04