751.22438.ABG - MLSP ARPA II&M - A.1 Universal Access Path - Plans 1.pdf

PDF 6 MB Posted Jun 10, 2024

Attached to: 751/22438. ABG; Muskallonge Lake SP - Universal Access Path
Solicitation number: RFQ 171 240000000410 3
Issued by: Livingston County, Michigan

About this file

Written by GovTribe AI · Mar 14, 2026

This is a set of civil construction plans prepared by OHM Advisors for the Michigan Department of Natural Resources and the Department of Technology, Management and Budget for the Muskallonge Lake State Park Universal Access Path project located at 29881 County Road 407, Newberry, Michigan. The project involves renovating and improving universal access to the park's beach area through construction of a boardwalk system, accessible pathways, and associated site improvements. The scope of work includes removal of existing staircase and foundations, installation of approximately 92 feet of boardwalk with both wood decking and fiberglass grating sections, construction of concrete sidewalks, creation of accessible gravel paths with geocell stabilization, installation of ADA-compliant viewing rails and ramps, benches, signage, and a vault toilet facility. The construction plan identifies Alternate #1 as a removal-only option and Alternate #2 as an expanded scope including concrete sidewalk, ADA parking space, grill, and vault toilet work. General construction notes specify use of low ground pressure equipment not exceeding 8,000 pounds gross weight and 10 PSI ground pressure during initial phases, with hand construction only after material delivery and footing installation to minimize ground disturbance.

The plans require compliance with Michigan Department of Transportation Standard Specifications for Construction (2020 Edition), AASHTO geometric design standards, and the Michigan Manual of Uniform Traffic Control Devices. Concrete specifications require MDOT Grade P1 with minimum cement content of 526 pounds per cubic yard. Contractors must secure all permits and bonds prior to construction, call Miss Dig (800-482-7171) at least three working days before excavation, and implement soil erosion and sedimentation control measures within one acre or 500 feet of waters of the state. Permanent erosion control measures must be completed within five calendar days of final grading. The project engineer is Zane Hyrkas, PE at OHM Advisors (906-482-0535), and the project contact is at Muskallonge Lake State Park. Utility coordination is required with Cloverland Electric and Hiawatha Telephone. The bid set date is April 25, 2024, and construction is marked as preliminary and not for construction.

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Other files

File	Type	Posted
751.22438.ABG - MLSP ARPA II&M -Manual.pdf	PDF	Jun 10, 2024
751.22438.ABG - MLSP ARPA II&M - Advertising .pdf	PDF	Jun 10, 2024
751.22438.ABG - MLSP ARPA II&M - A.1 Universal Access Path - Addendum 1.pdf	PDF	Jun 10, 2024
751.22438.ABG - MLSP ARPA II&M - A.1 Universal Access Path - Addendum 2_06-05-24.pdf	PDF	Jun 10, 2024
751.22438.ABG - MLSP ARPA II&M - A.1 Universal Access Path - Addendum 3_06-10-24.pdf	PDF	Jun 10, 2024
751.22438.ABG - MLSP ARPA II&M - A.1 Universal Access Path - Plans 2.pdf	PDF	Jun 10, 2024

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AREA LOCATION

MAP

CHICAGO

MILWAUKEE LAKE

MICHIGAN

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MARQUETTE

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SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

CHAMPION

AREA LOCATION

MAP

GENERAL NOTES:

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-22-0120 04/25/2024

BID SET

751.22438.ABG

OWNER:

MUSKALLONGE STATE PARK

29881 CO RD 407,

NEWBERRY, MI 49868

ARCHITECT/ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT

ZANE HYRKAS, PE

MUSKALLONGE LAKE STATE PARK UNIVERSAL ACCESS PATH

29881 CO RD 407

NEWBERRY, MI 49868

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT DOCUMENTS

AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE

ACCORDING TO THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION, 2020 EDITION.

3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS NOT

INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE ENGINEER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF DISCREPANCIES

ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.

5. CONTRACTOR SHALL PAY ALL PERMIT FEES AND FEE REQUIRED FOR ANY PERMIT EXTENSIONS

6. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE, CLEAN AND

SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL STEPS

NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY FROM DAMAGE

DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.

8. REPAIR ALL EXISTING CONSTRUCTION AFFECTED BY NEW WORK TO ITS ORIGINAL CONDITION.

9. THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST

AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, AS A CONDITION OF THIS

CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE

PERFORMED IN ACCORDANCE WITH THIS CONTRACT. PHONE (800) 482-7171.

MUSKALLONGE STATE PARK

UNIVERSAL ACCESS PATH

PROJECT LOCATION LAKE SUPERIOR

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

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ARCHITECTS ENGINEERS PLANNERS

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Sheet List Table Sheet Number Sheet Title

MUSKALLONGE LAKE

MUSKALLONGE LAKE STATE PARK

http://www.ohm-advisors.com

GENERAL NOTES

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR

TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED

PRIOR TO CONSTRUCTION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING WITHIN

THE ROW OF MDOT.

3. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE AT ALL TIMES BY WATERING OR

OTHER NECESSARY MEANS.

4. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO STREETS, SIDEWALKS OTHER STRUCTURES AND

ADJACENT AREAS CAUSED BY DEMOLITION, HAULING, OR OTHER PERFORMANCE OF THE WORK.

5. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE WORKER SAFETY AND

COMPLIANCE WITH MI-OSHA GUIDELINES.

6. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS PRIOR TO CONSTRUCTION.

ADJUST WORK AS REQUIRED TO MEET FIELD DIMENSIONS AT NO ADDITIONAL COST TO THE OWNER.

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS SOON AS POSSIBLE.

7. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE

ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF

HIGHWAYS AND STREETS AND THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL

DEVICES.

8. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL

FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR

CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL

COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES

THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS.

9. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS

OR IN THE PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING OF

EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

10. ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

REMOVAL

1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE PRIOR

TO STARTING REMOVALS.

2. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

3. SAW CUTTING FOR PAVEMENT REMOVAL AS SHOWN ON THE PLANS OR AS DIRECTED BY THE

ENGINEER SHALL BE TO THE DEPTH REQUIRED FOR NEAT REMOVAL OF PAVEMENT OR CONCRETE. DO

NOT OVERCUT PAST ENDS OR CORNERS. REPAIR/RESTORE ALL DAMAGED AREAS.

4. SAW CUTTING DEPTH SHALL BE ADEQUATE TO PREVENT SPALLING, CHIPPING, OR DAMAGE TO

EXISTING PAVEMENT EDGES LEFT IN PLACE AS DIRECTED.

5. CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID FOR BY

CLEARING THE BRUSH AND TREES LESS THAN 30" IN DIAMETER. CONTRACTOR SHALL REVIEW

CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING OPERATION.

6. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE RESTORED TO THE SATISFACTION OF THE OWNER

WITHOUT ADDITIONAL COMPENSATION AND SUBJECT TO OWNER APPROVAL.

7. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE

ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

8. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY

DISPOSED OF AT AN OFF SITE LOCATION.

EARTHWORK, GRADING & RESTORATION

1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT.

2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL

BE INSTALLED WITHIN FIVE CALENDAR DAYS OF COMPLETING FINAL GRADING.

3. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN AND TOPSOIL FOR ALL SLOPE RESTORATION SHALL BE PER TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION.

4. ALL FILL SHALL BE CLEAN INERT MATERIAL.

5. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, SHALL BE

BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II).

6. SURPLUS EXCAVATED MATERIAL MAY BE USED TO FLATTEN FILL SLOPES AS DIRECTED BY THE ENGINEER.

ANY SURPLUS OR UNSUITABLE MATERIAL, INCLUDING PEAT EXCAVATION, UNABLE TO BE USED SHALL

BECOME THE PROPERTY OF THE CONTRACTOR FOR DISPOSAL.

7. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL.

PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

MAINTENANCE OF TRAFFIC

1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR PROTECTION

OF THE PUBLIC AND CONSTRUCTION WORKERS PRIOR TO PERFORMING ANY WORK.

2. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER.

3. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES AND MDOT MAINTAINING TRAFFIC TYPICAL PLANS.

ABAND ABANDONED

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

AVE AVENUE

B/BANK BOTTOM OF BANK

BLD BUILDING

CB CATCH BASIN

CONC CONCRETE

CPP CORRUGATE PLASTIC PIPE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, TOWNSHIP

DIA DIAMETER

DW DOMESTIC WATER

EA EDGE OF ASPHALT

ECW EDGE OF CONC WALK

ELEC ELECTRIC

ELEV ELEVATION

EX EXISTING

F/C FACE OF CURB

FF FINISH FLOOR

FG FINISHED GRADE

FT FEET

FP FORCE PROTECTION

GRAV GRAVEL

HDCP HANDICAP

INV INVERT ELEVATION

MH MAN HOLE

OB OBSERVATION WELL

OBS OBSERVED

OH OVERHEAD

OT OVER TOPPING

PROP PROPOSED

R RADIUS

RD ROAD

RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE

ROW RIGHT-OF-WAY

SAN SANITARY

SP SPRING WATER

SQ SQUARE

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TC TOP OF CURB

T/CAST TOP OF CASTING

TELE TELEPHONE

TP TRAVERSE POINT

TS&M TOPSOIL, SEED & MULCH

TYP TYPICAL

T/BANK TOP OF BANK

UG UNDER GROUND

UNO UNLESS NOTED OTHERWISE

WEL WELL LINES

W# WELL LINE

WM WATER MAIN

WTR WATER

YBT YELLOW BENCH TIE

D50 RIPRAP SIZE WHERE 50% OF STONES

ARE LARGER

DMAX MAX STONE SIZE/AVG DEPTH OF RIPRAP

ABBREVIATIONS:

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STEWARDSHIP / ARTIFACT NOTE

1. 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.

ACCESS ROUTE / TRACKED VEHICLES

1. CONTRACTOR SHALL LIMIT THE USE OF TRACKED MACHINES ON EXISTING PAVEMENT SURFACES TO

LIMIT THE PAVEMENT DISTURBANCES. ACCESS ROUTES HAVE BEEN NOTED TO LIMIT POTENTIAL FOR DISRUPTION OF EX. ROADWAYS WITHIN THE PARK TO HEAVY CONSTRUCTION TRAFFIC. CONTRACTORS ARE ALSO REQUIRED TO LIMIT TRANSPORT ACROSS GREENBELT AREAS THAT ARE NOT WITHIN THE

WORK ZONES.

2. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE LOOSE DIRT/SOIL FROM

ASPHALT DAILY.

DTMB: SOIL EROSION AND SEDIMENTATION CONTROL

1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL (SESC)

RULES AND REGULATIONS (SOIL EROSION AND SEDIMENTATION CONTROL - 1994 PA 451, PART 91, AS

AMENDED, MCL 324.9101 ET SEQ.).

2. ALL EARTH CHANGES OF ONE ACRE OR MORE OR WITHIN 500 FEET OF WATERS OF THE STATE REQUIRE A SESC PERMIT. IF A SESC PERMIT IS REQUIRED THE PROFESSIONAL SERVICES CONTRACTOR (DESIGN CONSULTANT) SHALL PREPARE AN SESC PLAN. THE SESC PLAN SHALL ADDRESS BOTH WIND AND WATER

EROSION AND SEDIMENTATION.

3. THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN “SESC IMPLEMENTATION PLAN”, WHICH INDICATES THE CONTRACTOR'S

INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE.

4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE CONTRACTOR AN “AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED AT THE JOB SITE. THIS DOCUMENT IS ISSUED IN LIEU OF A PERMIT FROM THE COUNTY OR OTHER LOCAL

ENFORCING AGENCY.

5. THE CONTRACTOR SHALL IMPLEMENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY THE PROJECT'S SESC PLAN, SESC IMPLEMENTATION PLAN, DTMB'S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED JULY 2019, AND AS DIRECTED BY THE PROFESSIONAL SERVICES CONTRACTOR, DTMB SESC INSPECTOR, AND/OR DTMB PROJECT DIRECTOR. THE DTMB SESC

INSPECTOR SHALL INSPECT THE SITE WEEKLY AND AFTER SIGNIFICANT RAIN EVENTS.

6. THE CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES

PRIOR TO OR UPON COMMENCEMENT OF EARTHWORK ACTIVITIES.

7. THE CONTRACTOR WILL PERFORM SWEEPING AS NEEDED TO REMOVE ANY SEDIMENT TRACKED OFF SITE.

FREQUENCY OF SWEEPING WILL BE BASED ON SITE CONDITIONS.

8. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS.

9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY STABILIZED, INCLUDING SOIL STOCKPILES, USING DTMB SESC BEST MANAGEMENT PRACTICES.

10. THE CONTRACTOR SHALL MAINTAIN AND INSPECT SESC MEASURES THROUGHOUT THE COURSE OF THE PROJECT. THE DTMB RECOMMENDS INSPECTING AND MAINTAINING EROSION AND SEDIMENTATION CONTROLS ON A DAILY BASIS. AT A MINIMUM, THE CONTRACTOR SHALL INSPECT AND MAINTAIN SESC

MEASURES ONCE A WEEK AND AFTER RAIN EVENTS.

11. THE CONTRACTOR SHALL CORRECT NON-CONFORMING SESC MEASURES WITHIN 24 HOURS, IF WATERS OF THE STATE ARE BEING IMPACTED, OR, WITHIN 48 HOURS FOR ROUTINE MAINTENANCE ITEMS. OTHER SESC MAINTENANCE SHALL BE COMPLETED AS SOON AS POSSIBLE BUT NEVER MORE THAN FIVE (5) DAYS AFTER DETECTION. NON COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY AND ASSESSMENT OF

ACTUAL DAMAGE COSTS.

12. THE CONTRACTOR SHALL COMPLETE PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED. THE CONTRACTOR SHALL MAINTAIN TEMPORARY CONTROL MEASURES UNTIL

PERMANENT SOIL EROSION CONTROL MEASURES ARE IN PLACE AND THE AREA IS STABILIZED.

13. THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT SOIL EROSION MEASURES ARE IN PLACE AND THE AREA IS STABILIZED. CARE SHALL BE TAKEN DURING REMOVAL

TO PREVENT SOIL EROSION AND SEDIMENTATION.

14. AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE

PROPERTY OWNER.

FLAMMABLE MATERIAL

HAZARDOUS OR

MISCELLANEOUS UTILITY SYMBOLS

SOIL BORING

TRAVERSE POINT

UTILITY POLE

MISCELLANEOUS SYMBOLS

BENCHMARK

USED WITH UNDERGROUND GAS &

ELECTRICAL LINES

USED WITH TELEPHONE &

UNDERGROUND UTILITY

CAUTION - CRITICAL

FIBER OPTIC LINES

REMOVAL LEGEND

AGGREGATE

UTILITY PATTERN

ELECTRICAL *

FIBER OPTIC *

TOPO PATTERN

FENCE

CABLE/TELEPHONE *

EXISTING CONTOURS

DECIDUOUS TREE

DEAD TREE

DECIDUOUS TREE

STUMP

TREE, REM

CONSTRUCTION LIMITS

LAYDOWN AREA

UTILITY NOTES

1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL

EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO

CONSTRUCTION BY CALLING MISS-DIG (811) AT LEAST 3 WORKING DAYS PRIOR TO EXCAVATION.

2. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF UTILITY RECORDS. HOWEVER, IT IS NOT POSSIBLE TO DETERMINE THE PRECISE SIZE, LOCATION, DEPTH, PRESSURE, OR ANY OTHER CHARACTERISTICS OF UNDERGROUND UTILITIES, TANKS OR SEPTIC

FIELDS WITHOUT EXCAVATION. THEREFORE, WE CANNOT GUARANTEE THE ACCURACY OR

COMPLETENESS OF THE BURIED UTILITY INFORMATION HEREON SHOWN. THE CONTRACTOR SHALL HIRE A PRIVATE UTILITY LOCATOR TO LOCATE UTILITIES ON SITE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THESE UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND MAKE

EVERY EFFORT TO PROTECT AND/OR RELOCATE THEM AS REQUIRED. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER/SURVEYOR AS SOON AS POSSIBLE IN THE EVENT A DISCREPANCY IS FOUND.

3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL EXISTING

UTILITIES DURING CONSTRUCTION. ALL UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED WITH LIKE MATERIAL. THE EXACT LOCATION OF EXISTING UTILITIES SHALL BE LOCATED

BY HAND DIGGING.

CLOVERLAND ELECTRIC

2916 W M-28 DAFTER, MI 49724

SIMON MEILSTRUP

906.235.2200

SMEILSTRUP@CLOVERLAND.COM

HIAWATHA TELEPHONE

108 W SUPERIOR ST. MUNISING, MI 49862

DON RUSHFORD

906.387.9935

DRUSHFORD@JAMADOTS.NET

CONCRETE CONSTRUCTION

1. CONCRETE USED FOR CURB AND SIDEWALK SHALL MEET THE REQUIREMENTS OF SECTION 1004 OF THE

2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT GRADE P1 WITH A

MINIMUM CEMENT CONTENT OF 526 LB/CYD OR AS APPROVED BY THE ENGINEER.

2. CONCRETE PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 602 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

3. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED ACCORDING TO MDOT STANDARD DETAIL R-29 SERIES.

4. EXPANSION JOINTS WITH EXPANSION FILLER SHALL BE PLACED WHERE THE CONCRETE PAVEMENT ABUTS

AN EXISTING PAVED SURFACE OR BUILDING OR AS DIRECTED BY THE ENGINEER.

5. PROPOSED SIDEWALK CUT JOINTS SHALL BE CONSTRUCTED TO DIVIDE THE SIDEWALK INTO

APPROXIMATELY 25 SQUARE FOOT AREAS OR AS DIRECTED BY THE ENGINEER.

6. ALL SIDEWALKS AND BARRIER FREE RAMPS SHALL BE CONSTRUCTED WITH A MAXIMUM 1:48 CROSS-SLOPE

AND A MAXIMUM 1:12 LONGITUDINAL SLOPE.

7. ALL SIDEWALKS EXCEEDING THE MAXIMUM LONGITUDINAL SLOPE SHALL BE PROVIDED WITH HAND RAILS

ON BOTH SIDES AS DIRECTED BY THE ENGINEER.

8. SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH MDOT STANDARD PLAN R-28

SERIES.

9. CONCRETE PLACEMENT AND PROTECTION CONFORMING TO ACI 117 301, 305R, 306.1, AND 308.1, CURRENT

EDITIONS IS REQUIRED.

10. PLACE ANCHOR BOLTS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" IN LIEU OF

TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS".

11. REINFORCING STEEL CONFORMING TO ASTM-615, GRADE 60 IS REQUIRED. PLACE REINFORCING STEEL IN

CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

12. CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. WELD SUCH REINFORCED STEEL IN CONFORMANCE WITH THE STRUCTURAL WELDING CODE - REINFORCING STEEL (AWS D1.4) PUBLISHED BY THE AMERICAN WELDING SOCIETY. PERFORM WELDING BY CERTIFIED WELDERS. USE E70XX ELECTRODES.

13. REINFORCED STEEL SHALL HAVE A CONCRETE COVER AS LISTED BELOW UNLESS OTHERWISE NOTED.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER

1. NO.5 OR SMALLER 1 1/2"

2. GREATER THAN NO. 5 2"

C. SLAB ON GRADE: 2" FROM T/SLAB

14. POST INSTALLED ANCHORS ON REBAR SHALL BE ANCHORED INTO CONCRETE WITH DEWALT AC100+GOLD EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S RECOMMENDATIONS

FOR INSTALLATIONS INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

AGGREGATE SURFACE CONSTRUCTION

1. NEW AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL MEET THE REQUIREMENTS OF SECTION

902 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 23A

OR AS APPROVED BY THE ENGINEER.

2. AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL BE CONSTRUCTED PER SECTION 306 OF THE

2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

CONCRETE

SLOPE RESTORATION

Know what'sbelow.

before you dig.Call

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CONSTRUCTION LIMITS

PROPOSED UNIVERSAL ACCESS

PATH SEE SHEETS C-130 & S-101

CONSTRUCTION LIMITS

DAY USE AREA

MUSKALLONGE LAKE STATE PARK ENTRANCE

EXISTING STAIRCASE

SEE SHEETS C-121 & C-131 FOR PROPOSED WORK

feetGRAPHIC SCALE: FULL feetHALF

2401608040

CONSTRUCTION LAYDOWN AREA

EDGE OF WATER

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Know what'sbelow.

before you dig.Call

C I

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TREE REM, TYP

feetGRAPHIC SCALE: FULL feetHALF

60402010

CONSTRUCTION LIMITS

FENCE, REM

TREE TRIMMING AS NEEDED FOR DRIVEWAY

PROPOSED LAYDOWN AREA

EXPOSE EXISTING

CONCRETE FOR NEW TRAIL

NOTE:

1. CONSTRUCTION REMOVAL AND PROPOSED EFFORTS SHALL BE

COMPLETED WITH LOW GROUND PRESSURE EQUIPMENT NOT

EXCEEDING 8000 LBS GROSS WEIGHT AND HAVING NOT MORE

THAN A 10 PSI GROUND PRESSURE. EQUIPMENT MAY BE UTILIZED

TO PERFORM AUGER EXCAVATIONS FOR NEW FOOTINGS,

DELIVERY OF LARGE TIMBERS AND AGGREGATE PATH

INSTALLATION. ONCE TIMBERS ARE DELIVERED AND FOOTINGS

INSTALLED, CONSTRUCTION SHALL BE LIMITED TO HAND

CONSTRUCTION ONLY WITH NO LARGE EQUIPMENT. GROUND

DISTURBANCE SHALL BE REDUCED AS MUCH AS POSSIBLE.

2. EXISTING PARKING LOT TO BE CLOSED TO PUBLIC ACCESS.

REMOVE AND SALVAGE GRILL

UNDERGROUND UTILITY

CAUTION - CRITICAL

CONTRACTOR SHALL RESTABLISH A

NEW BENCHMARK FOR CONSTRUCTION

SILT FENCE

FILTER SOCK UNDER PLATFORM

TYPE III BARRICADE, TYP

REMOVALS FOR CONCRETE

SIDEWALK, ADA PARKING SPACE,

GRILL, AND VAULT TOILET ARE

INCLUDED IN ALTERNATE #2

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REMOVE EXISTING STAIRCASE/LANDINGS

feetGRAPHIC SCALE: FULL feetHALF

60402010

40REMOVE EXISTING FOUNDATIONS, TYP

CONTRACTOR SHALL USE CABLE WINCH

SYSTEM TO REMOVE BOARDWALK

FOUNDATIONS AND LUMBER FROM BEACH

7.0

BACKFILL AFTER REMOVAL OF EXISTING FOUNDATIONS

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60402010

16' X 18'

6' BOARDWALK WITH

2x6 DECKING SEE

DETAIL SHEET S-501

SLOPE RESTORATION, TYP

GRAVEL PATH

SEE 2/C-501

TIE INTO EXISTING CONCRETE

TIE INTO CONCRETE SIDEWALK

SEE 5/C-501

FILL IN SWALES AND INSTALL

GEOCELL WITH AGGREGATE FOR

TRAIL STABILIZATION

SEE 6/C-501

END OF BOARDWALK TERMINATION

SEE 4/C-501

8' BENCH (TYP)

SEE C/C-501

INSTALL NEW FENCE FROM OVERLOOK

PLATFORM TO BOARDWALK SEE 6/C-501

6' BENCH

SEE 3/C-501

PROPOSED GRILL LOCATION

ADA VIEWING RAIL

SYSTEM AT LANDINGS

ADA VIEWING RAIL SYSTEM

W12-2 SIGN

SEE C/C-502

8' BENCH (TYP)

SEE 3/C-501

LOW PROFILE BOARDWALK SEE

11/S-501

LOW PROFILE BOARDWALK

WITH FIBERGLASS GRATING

SEE 11/S501

92.4'

22.4'

20.2'

29.8'

71.4'42.9'

30.0' 82.8'

33.3'

28.0'

5.0

5.0'

.0' 6.4

.1'

5.7' 40.5'

6.0

MDOT 22A

ADA SIGN (R7-8b)

ADA SIGN (R7-8)

SLOPE RESTORATION, TYP

14.4'

3.4'

5.0'

12.7' 8.7'

PROPOSED VAULT TOILET. TOILET VAULT SHALL BE

FURNISHED AND INSTALLED BY CONTRACTOR.

MDNR WILL FURNISH TOILET FLOOR AND TOILET

BUILDING FOR CONTRACTOR TO PLACE. SEE SHEET

C-502 AND PROJECT MANUAL FOR DETAILS.

CONTRACTOR SHALL INCLUDE ASSEMBLY OF THE

VAULT TOILET PARTS AND PIECES AS DESCRIBED IN

THE PROJECT MANUAL.

11.0'

PROPOSED WORK FOR

CONCRETE SIDEWALK, ADA

PARKING SPACE, GRILL, AND

VAULT TOILET IS INCLUDED IN

ALTERNATE #2

NOTE:

1. CONSTRUCTION REMOVAL AND PROPOSED EFFORTS SHALL BE

COMPLETED WITH LOW GROUND PRESSURE EQUIPMENT NOT

EXCEEDING 8000 LBS GROSS WEIGHT AND HAVING NOT MORE

THAN A 10 PSI GROUND PRESSURE. EQUIPMENT MAY BE UTILIZED

TO PERFORM AUGER EXCAVATIONS FOR NEW FOOTINGS,

DELIVERY OF LARGE TIMBERS AND AGGREGATE PATH

INSTALLATION. ONCE TIMBERS ARE DELIVERED AND FOOTINGS

INSTALLED, CONSTRUCTION SHALL BE LIMITED TO HAND

CONSTRUCTION ONLY WITH NO LARGE EQUIPMENT. GROUND

DISTURBANCE SHALL BE REDUCED AS MUCH AS POSSIBLE.

2. EXISTING PARKING LOT TO BE CLOSED TO PUBLIC ACCESS.

SIDEWALK REPLACEMENT AS

NEEDED, SEE UNIT PRICES

LEGEND

FIBERGLASS GRATING

WOOD DECKING

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60402010

SLOPE RESTORATION

10.0'

0.9

.8'

EBW641.03

EBW640.97

EBW638.36

EBW638.26 EBW638.30

EBW636.31

EBW636.21

EBW636.26

EBW631.19

EBW631.10

EBW631.14

EBW628.12

EBW628.12 EBW619.97

EBW619.93 EBW619.88

EBW618.08

EBW617.98

EBW618.03

EBW615.50

FG 614.79

FG 614.90

FG 613.63

ECW611.84 ECW611.86

FG 609.99 FG 609.99

8.30%

-8.20%

-8.20% -8.20% -8.20%

-8.17%

-8.19%

EBW640.93

-8.20%

ECW644.20

ECW644.13

ECW644.89

ECW644.38

ECW644.18

ECW644.39

ECW644.34ECW644.46

ECW644.51

ECW644.49 ECW644.23

ECW644.05

644.23

MATCH EX

644.11

MATCH EX

644.07

MATCH EX

643.97

MATCH EX

643.88

MATCH EX

644.27

MATCH EX

644.25

MATCH EX

EBW625.97

EBW625.87

EBW639.57

EBW639.62

EBW639.52

-8.20%

Know what'sbelow.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

60402010

S U

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BOARDWALK WITH SLOPES < 2%

SET VAULT TOILET TO MEET ADA

GRADES AND THRESHOLD

REQUIREMENTS WITH ADJACENT WALK

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CRZ CALCULATION

CRZ RADIUS = DRIP LINE OF TREE OR DIAMETER

OF TREE X 12 (INCHES), WHICHEVER IS GREATER

CRITICAL ROOT ZONE (CRZ)

TRENCHING / FENCING SECTION

BOTTOM OF BOARDWALK TERMINATION DETAIL4

BENCH DETAIL WITH ANCHORS3

FOR USE OUTSIDE OF BOARDWALK

FOR USE ON BOARDWALK

SILT FENCE JOINTSECTION A-A

FRONT VIEW

PLAN VIEW

SECTION B-B

SPACING 6' MAX.

6" A

SHEET

FLOW

UNDISTURBED

VEGETATION

GEOTEXTITLE

FILTER FABRIC

FABRIC TO BE WRAPPED

AROUND FENCE POST

SILT

FENCE

SILT

FENCE

SILT FENCE JOINT

SECTION B-B

FENCE POST

GEOTEXTILE FILTER FABRIC

COMPACTED

EARTH

SUPPORT FENCE

FENCE POST DRIVEN 1'

INTO GROUND

UNDISRUPTED

VEGETATION

SUPPORT

FENCE

GEOTEXTILE FILTER FABRIC

FASTENED TO UPHILL SIDE

TOWARDS EARTH DISRUPTION

RIDGE OF COMPACTED EARTH

ON FILTER FABRIC

6"x6"

SHEET

FLOW

COUPLER

SILT FENCE DETAIL2

2x10 PT STRINGERS

18"x23" TURFSTONE FILL

WITH AGGREGATE

GRAVEL PATH 2x8 PT, TRIM AS

REQUIRED

EXISTING GRADE

MAXIMUM SLOPE

VARIES BY LOCATION1

2" STEEL PLATE

8"1.0'

6X6 WOOD RAILING POST

EXISTING GROUND

PT 2X6 WOOD TOP RAIL

EXISTING FENCE

FENCE DETAIL6

TREE PROTECTION DETAIL1

5.0'

TOP OF BOARDWALK TERMINATION DETAIL5

CONC SIDEWALK

2x8 PT, TRIM AS

REQUIRED

2" STEEL PLATEADA SQUARE GRID

FIBERGLASS GRATING2x10 PT STRINGERS

18"x23" TURFSTONE FILL

WITH AGGREGATE

EXISTING GRADE

ANGLE BRACKET

SEE DETAIL 7

PT 4X4 RAILING

ATTACH POST WITH ANGLE BRACKET

ANGLE DETAIL7

4" 11

13 4"

NOTE: ANGLE SHALL BE HOT DIPPED GALVANIZED AFTER

FABRICATION

11 4" 11 4"31 2"

COUNTERSUNK HOLE FOR #10

FH WOOD SCREW AT 2" FROM

END OF ∠

COUNTERSUNK HOLE FOR

#10 FH WOOD SCREW

⅊ 1 4"X31

2"X31 2"

∠ 31 2"X31

2"X1 4"X23

" M

ADA SQUARE GRID

FIBERGLASS GRATING

MDOT 22A

4" BLUE PAVEMENT MARKING, TYP

11' 5'

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ADA GRAVEL

COMPACTED TO 97%SUITABLE SUBGRADE

COMPACTED TO 95%

TYPICAL GRAVEL PATH SECTION1

5.0'

TOPSOIL, SEED AND MULCH

2.0' TYP

MAX 2%

SUITABLE SUBGRADE MATERIAL

COMPACTED TO 95%

8" MDOT 22A (COMPACTED TO 95%)

6" CONC WITH 6"X6" REINFORCING MESH

W1.4xW1.4 WWF

TYPICAL CONCRETE SIDEWALK SECTION2

4" 23A AGGREGATE WITH GEOCELL GRID

COMPACTED TO 95%

GEOTEXTILE, NON-WOVEN 8 OZ

SLOPE RESTORATION

SUITABLE SUBGRADE

COMPACTED TO 95%

WIDTH VARIES

CL II SAND COMPACTED TO 95%

GRAVEL ROAD DETAIL4

MAX 2%

DEPTH VARIES

W-12-2 SIGN3

2 C

3 6

1.5 C

3.94 4.12

3.94

1.5

1.13 9.87

8.5

7.00'

" M

R7-8

3 LBS STEEL POST

1.5 1.5C

4.1 3.8

0.51C

2 8

4.1

1.5

R7-8b

NOTE: USE R7-8b ONLY WHERE SPECIFIED ON PLANS

HANDICAP PARKING SIGN DETAIL5

HANDICAP PARKING SPACE STRIPING DETAIL6

NOTE: GRAVEL PATH SHALL HAVE A MAXIMUM 5% SLOPE IN THE

DIRECTION OF TRAVEL

PRECAST CONCRETE VAULT NOTE

CONTRACTOR SHALL FURNISH AND INSTALL A

PRECAST CONCRETE TOILET VAULT WITH 1,000

GALLON (MIN) CAPACITY CONSTRUCTED AT THE

DIMENSIONS REQUIRED FOR PLACEMENT OF

PRECAST CONCRETE FLOOR. VAULT SHALL BE BY

BICHLER CONCRETE AND GRAVEL (PHONE:

906.786.0343) OR APPROVED EQUAL. VAULT SHALL

BE DESIGNED TO WORK WITH PRECAST FLOOR

DETAIL.

PRECAST CONCRETE FLOOR AND

BUILDING NOTE:

MDNR WILL FURNISH A PRECAST CONCRETE

FLOOR AN TOILET BUILDING. CONTRACTOR SHALL

UNLOAD FLOOR TOILET BUILDING AN INSTALL ON

CONCRETE VAULT WITH MDNR TOILET BUILDING.

CONCRETE FLOOR AND TOILET BUILDING CAN BE

UNLOADED AND PLACE ON VAUILT WITH A

MEDIUM-DUTY BACKHOE. THE ESTIMATED WEIGHT

OF THE CONCRETE FLOOR AND TOILET BUILDING

ARE 1,000 LBS AND 500 LBS RESPECTIVELY.

VAULT TOILET DETAILS7

PLAN

SECTION

1,000 GALLON MIN.

CONCRETE VAULT

12" CLASS II SAND SUBBASE

COMPACTED TO 95% MODIFIED

PROCTOR MIN. COMPACTION

Sheets and Views

DT COVER

C-001 NOTES & LEGEND

C-010 OVERALL MAP

C-090 SOIL BORINGS

C-091 SOIL BORINGS

C-092 SOIL BORINGS

C-120 REMOVAL PLAN

C-121 REMOVAL PLAN ALTERNATE #1

C-130 CONSTRUCTION PLAN

C-131 CONSTRUCTION PLAN ALTERNATE #1

C-170 GRADING PLAN

C-501 BOARDWALK DETAILS

C-502 TYPCIAL SITE DETAILS

S-001 NOTES

S-101 FOUNDATIONS

S-501 STRUCTURAL DETAILS

S-502 OVERPASS ELEVATION

File details come from the government source that posted it. Updated Mar 12, 2026.