751.22438.ABG - MLSP ARPA II&M - Campground Road Improvements Plans 1 of 2.pdf

PDF 20 MB Posted Aug 22, 2024

Attached to: 751/22438. ABG; MLSP - Campground Road Improvements
Solicitation number: RFQ 171 240000000616 2
Issued by: Livingston County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is a set of construction plans and specifications prepared by OHM Advisors for the Michigan Department of Technology, Management and Budget (DTMB) on behalf of the Michigan Department of Natural Resources for campground road improvements at Muskallonge Lake State Park in Luce County, Michigan. The project involves improvements to campground roads, access roads, parking areas, and related infrastructure including HMA (hot mix asphalt) pavement, concrete sidewalks and pads, utility work, grading, and slope restoration across multiple areas including the contact station and parking lot, sanitation station area, overlook parking lot, access road, boat launch area, and day-use area. The plans identify three primary sections of work and include soil borings, utility locations, removal and site preparation plans, and construction details. The project includes deductive alternates that allow for scope modifications, such as Alternate #2 (reducing HMA pavement extent at the day-use road) and Alternate #4 (eliminating sanitation station improvements). The plans reference compliance with the 2020 Michigan Department of Transportation Standard Specifications for Construction, AASHTO 2018 geometric design standards, and the 2011 Michigan Manual of Uniform Traffic Control Devices.

The document establishes comprehensive construction requirements including soil erosion and sedimentation control measures, utility location and protection protocols, maintenance of traffic procedures, and specifications for materials such as HMA aggregate (MDOT Class 22A or 21AA), concrete, and granular fill materials. The contractor is responsible for securing all permits, coordinating with utility providers (Cloverland Electric and Hiawatha Telephone), conducting Miss-Dig notifications, and implementing SESC plans approved by DTMB. Work must comply with Michigan OSHA guidelines, local noise and vibration restrictions, and environmental stewardship requirements including artifact protection. The contractor must maintain adjacent areas, manage construction debris, control dust, and complete permanent erosion control measures within five calendar days of final grading. Non-compliance with SESC requirements may result in fines of $500 per day and assessment of actual damage costs. The document does not specify contract award dates, bid deadlines, or pricing information, as it represents the technical construction plans rather than the bidding or award documents.

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Other files

File	Type	Posted
751.22438.ABG MLSP ARPA II&M - Campground Road Improvements Addendum 1_Issued_240822.pdf	PDF	Aug 22, 2024
751.22438.ABG_MLSPCampgroundRoad_ProjectManual_Bidding.pdf	PDF	Aug 22, 2024
751.22438.ABG - MLSP ARPA II&M - Campground Road Improvements Plans 2 of 2.pdf	PDF	Aug 22, 2024
DTMB-0415 Advertisement (Rev 10-22).pdf	PDF	Aug 22, 2024

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AREA LOCATION

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CHICAGO

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PROJECT

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GENERAL NOTES:

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-22-0122 07-26-2024

BIDDING

751.22438.ABG

OWNER:

MUSKALLONGE LAKE 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

CAMPGROUND ROAD IMPROVEMENTS

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 LAKE STATE PARK CAMPGROUND

PROJECT LOCATION

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HMA CONSTRUCTION

1. HMA USED FOR PAVEMENT SHALL MEET THE REQUIREMENTS OF SECTION 501 OF THE 2020 MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION AND GRADE SHALL BE AS NOTED PER PLANS AND

DETAILS OR AS APPROVED BY THE ENGINEER.

2. HMA PAVEMENT CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 501 OF THE MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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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 LUCE COUNTY.

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 BE LIABLE FOR 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 2018 POLICY ON GEOMETRIC DESIGN OF

HIGHWAYS AND STREETS, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, LUCE COUNTY, AND MICHIGAN DNR.

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. 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.

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.

UTILITY TRENCH

1. BEDDING UNDER THE UTILITY SHALL BE AS SPECIFIED AND THE UNDERCUT MATERIAL REPLACED WITH

GRANULAR MATERIAL CLASS II. BACK FILLING SHALL BE IN ACCORDANCE TO THE CURRENT STANDARD

SPECIFICATION.

2. BACK FILL FOR UTILITY TRENCHES ABOVE GRANULAR MATERIAL CLASS II SHALL BE PLACED AS FOLLOWS:

2.1. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL TRENCHES UNDER PAVEMENT AND

SHALL BE COMPACTED TO NOT LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT.

2.2. GRANULAR MATERIAL MDOT CLASS II SHALL BE USED TO BACKFILL UTILITY TRENCHES OUTSIDE THE

PAVEMENT BUT WITHIN THE 1:1 ZONE OF INFLUENCE AND SHALL BE COMPACTED TO NOT LESS THAN

95% OF ITS MAXIMUM UNIT WEIGHT.

2.3. ACCEPTABLE MATERIAL EXCAVATED FROM THE UTILITY TRENCHES SHALL BE USED TO BACK FILL UTILITY TRENCHES OUTSIDE THE LIMITS OF THE 1:1 ZONE OF INFLUENCE AND COMPACTED TO NOT

LESS THAN 90% OF ITS MAXIMUM UNIT WEIGHT.

3. GRANULAR MATERIAL CLASS I, IIA OR IIIA MAY BE USED WHERE GRANULAR MATERIAL CLASS II IS

SPECIFIED ON THE PLANS.

WATER SERVICE

1. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE DEPARTMENT OF NATURAL RESOURCES OF

WATER SHUT OFF AT LEAST 24 HOURS IN ADVANCE.

2. WATER SERVICE SHALL BE IN COMPLIANCE WITH 2020 MDOT STANDARD SPECIFICATIONS FOR

CONSTRUCTION.

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

THE TECHNICAL SPECIFICATIONS.

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.

AGGREGATE CONSTRUCTION

1. AGGREGATE USED FOR PAVEMENT BASE SHALL MEET THE REQUIREMENTS OF SECTION 902 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION AND SHALL BE MDOT CLASS 22A OR 21AA OR AS

APPROVED BY THE ENGINEER.

2. AGGREGATE BASE CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH SECTION 302 OF THE 2020

MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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.

PAVEMENT MARKING AND SIGNAGE

1. ACCESSIBLE PARKING SIGNS (R7-8 AND R7-8B) SHALL BE INSTALLED ON A 3 LB STEEL POST IN

ACCORDANCE WITH MDOT SIGNING SPECIAL DETAIL SIGN-200 SERIES AND SECTION 810 OF THE MDOT

STANDARD SPECIFICATIONS FOR CONSTRUCTION.

2. WATERBORNE PAVEMENT MARKINGS SHALL MEET THE REQUIREMENTS OF SECTION 920 AND BE APPLIED IN ACCORDANCE WITH SECTION 811 OF THE MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

3. ACCESSIBLE PARKING PAVEMENT MARKING SYMBOLS SHALL BE IN ACCORDANCE WITH MDOT STANDARD

PAVEMENT MARKING STANDARD PLAN PAVE 956 SERIES.

4. PARKING STALL SPACES TO BE 4" SOLID YELLOW PAINT STRIPES, HANDICAP PARKING TO BE 4" SOLID BLUE PAINT STRIPES W/ BARRIER FREE STRIPING OF 4" SOLID BLUE @ 2' O.C. ON 45° ANGLE.

CONCRETE CONSTRUCTION

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

2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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.

SEWER CONSTRUCTION

1. ALL SEWER CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS IN THE CONTRACT DOCUMENTS.

2. PIPE SHALL BE FLUSH WITH THE INSIDE WALL OF STRUCTURE AND NOT EXCEED 1" INSIDE THE

STRUCTURE. PIPE SHALL BE POINTED UP WITH SMOOTH FINISH.

3. FRAMES SHALL BE SET IN FULL BED OF MORTAR AND THE SIDE SHALL BE OVERLAPPED TO PREVENT

LEAKAGE.

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:

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

REMAIN 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 TO 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.

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

CURB AND GUTTER, REM

SLOPE RESTORATION

FLAMMABLE MATERIAL

HAZARDOUS OR

CONTIGUOUS PROPERTY SYMBOL

PARCEL NUMBER BOXXXXX

MISCELLANEOUS UTILITY SYMBOLS

GUY WIRE

CABLE TV RISER

CONIFEROUS TREE

CONIFEROUS SHRUB

DECIDUOUS TREE

DECIDUOUS SHRUB

ELECTRIC RISER

ELECTRIC METER

FLAG POLE

FLOOD LIGHT

GAS METER

GAS RISER

GAS VALVE

GUY POLE

HAND HOLE

IRON ROD/PIPE

LIGHT/DECOR LAMP POLE

MAIL/NEWSPAPER BOX

GAS VENT

MONUMENT

MONITORING WELL

PHONE BOOTH

PK NAIL

POST

SOIL BORING

SECTION CORNER

SIGN

STUMP

TRAFFIC SIGNAL

TRANSFORMER PAD

TRAVERSE POINT

UNDERGROUND MARKER

PRIVATE UTILITY MANHOLE

UTILITY POLE

RAILROAD CROSSING

MISCELLANEOUS SYMBOLS

RIPRAP

WETLAND

BENCHMARK

USED WITH UNDERGROUND GAS &

ELECTRICAL LINES

USED WITH TELEPHONE &

UTILITY PATTERN

ELECTRICAL *

GAS\OIL

WATER

FIBER OPTIC *

ROW PATTERN

ROW

SECTION

ROW

TOPO PATTERN

HEDGE/TREE

FENCE

GUARDRAIL

CENTERLINE OF DITCH

GRADING LIMIT

RAILROAD

REMOVAL LEGEND

SALVAGE

BULKHEAD

ABANDON

CLEARING

REMOVE

SALVAGE

BULKHEAD

ABANDON

REMOVE

ADJUST

RELOCATE

ADJUST BY OTHERS

RELOCATE BY OTHERS

SANITARY

STORM

PROPERTY/PARCEL

(SLOPE STAKE)

UNDERGROUND UTILITY

CAUTION - CRITICAL

SPECIAL LEGEND

NO ROW IMPACTSXXXX

FLOW DIRECTION

REMOVE BY OTHERS

SIDEWALK REMOVAL

PAVEMENT REMOVAL

HMA BASE CRUSHING AND SHAPING

HMA SURFACE REMOVAL

WETLAND/EDGE OF WATER

CENTERLINE OF DITCH

GUARDRAIL

FENCE

ROW

PROPOSED

CABLE/TELEPHONE *

PROPOSED

STORM/SANITARY/WATER12"

RIPRAP

SIGN

FLOW DIRECTION

FIBER OPTIC LINES

STRUCTURE NUMBER

WM SAN STM

UTILITY POLE W/LIGHT

PEDESTRIAN RISER

TRAFFIC SIGNAL CONTROLLER

TELEPHONE RISER

WATER & SEWER UTILITY SYMBOLS

STORM MANHOLE

ROUND CATCH BASIN

SQUARE CATCH BASIN

SANITARY MANHOLE

FIRE HYDRANT

INLET/CATCH BASIN

STORM MANHOLE

SANITARY MANHOLE

CULVERT

GATE VALVE & WELL

METER PIT

CULVERT END SECTION

GATE VALVE & WELL

CLEAN OUT

CULVERT W/O END SECTION

SPRINKLER HEAD

WATER METER

IRRIGATION VALVE

CULVERT W/END SECTION

WATER STOP BOX

GATE VALVE & BOX

TAPPING SLEEVE VALVE & WELL

TAPPING SLEEVE VALVE & BOX

FIRE HYDRANT

RELOCATE

RECONSTRUCT

RELOCATE BY OTHERS

ADJUST BY OTHERS

IF NECESSARY FOR CLARITY

GV&W

GV&B

TSV&W

TSV&B

REL

REC

REL B/O

ADJ B/O

12"

PRIMARY UTILITY WILL HAVE A CONTINUOUS

LINESTYLE, WITH THE SECONDARY UTILITY

MATCHING ITS RESPECTIVE EXISTING

UTILITY LINESTYLE

CL 1

CL 2

CL 3

1" TO 5"

6" TO 17"

18" TO 35"

CL 4 36" AND UP EXCAVATION, EARTH, MODIFIED

RECONSTRUCT

XXXXXX

R-

A-

B-

ADJ-

ADJ B/O-

REL B/O-

S-

REL-

REC-

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TREE, REM

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PROPOSED CONTOURS639.5

PROPOSED TREELINE

MACHINE GRADING, MOD

HMA: EXPANDED AREAS

CONCRETE

AGGREGATE

HMA: CAMPGROUND LOOPS

HMA: EXISTING PAVED AREAS

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C-094

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Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

23024012060

B U

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SECTION 3 SECTION 2

SECTION 1

DAY USE AREA

ACCESS ROAD

BOAT LAUNCH

SANITATION STATION

CONTACT STATION

& PARKING LOT

OVERLOOK PARKING LOT

SALVAGE EXISTING GRAVEL

AND STOCKPILE HERE.

CONTRACTOR TO RESTORE

ACCESS ROAD TO

PRE-EXISTING CONDTIONS

ONCE WORK IS COMPLETE.

R feetGRAPHIC SCALE: FULL feetHALF

120804020

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SANITATION STATION

CONTACT STATION

PARKING LOT

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120804020

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ACCESS ROAD CUL-DE-SAC

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SF SF

SF SF SF

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

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SF SF

SF SF SF SF SF SF SF SF

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

B U

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Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

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R feetGRAPHIC SCALE: FULL feetHALF

120804020

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OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

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D W

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D, D

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1 &

C-123

-2 2-

1.2

-2

Know what'sbelow.

R feetGRAPHIC SCALE: FULL feetHALF

120804020

U E

S U

N U M

R C

U M

S P

I C

S I

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

F M

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

M us ka llo ng e_

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OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

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D W

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N O

D, D

, O R

D W

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IEN

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C-124

-2 2-

1.2

-2

R27.0'

R54.5'

R26.0'

R41.0'

R5 5.0

R6 2.0

R8 5.0

9.0

R35.0'

R35.

R35.0'

R125.0'

R35.0'

R3 5.0

R37.3' R50.0'

R3 0.0

R30.0'

R35.0'

R35 .0'

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

120804020

B U

E S

U N U M

R C

U M

S P

I C

S I

A R

T O

C H

N O

Y , M

A N

A G

T A

N D

B U

D G

F M

A D

A M

P . L

A C

H , R

A , D

A C

A D

O N

A N

D C

O N

U C

N D

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A3 _2

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ARCHITECTS ENGINEERS PLANNERS

. A

D W

O F

N O

D, D

, O R

D W

R W

O F

IEN

T P

J N O

VIS

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RIP

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C-130

-2 2-

1.2

-2

PROPOSED HMA

PROPOSED HMA ACCESS ROAD

PROPOSED CONCRETE

SANITATION STATION PAD

STOP BAR

PROPOSED CONCRETE SIDEWALK

10.0'

33.9'17 .0'

.0' 36.3'

DO NOT ENTER

WRONG WAY SIGN

(MDOT R5-1 & R5-1A)

.0'

15.0' 15.0'

15.0'

1' GRAVEL SHOULDER (TYP)

REPLACE EXISTING SANITATION

STATION SUMP PIT

INSTALL NEW SANITATION STATION

ISLAND SEE DETAILS ON SHEET C-503

PROPOSED CONCRETE DUMPSTER

PAD, SEE DETAIL 4 ON SHEET C-501

PAVEMENT MARKINGS, DOUBLE STRIPE

DEDUCTIVE ALTERNATE #2: HMA PAVEMENT TO

TERMINATE AT THE SPRING POINT OF DAY USE ROAD.

DEDUCTIVE ALTERNATE #4: DO NOT DISTURB THE EXISTING SANITATION STATION. NO NEW CONCRETE OR HMA PAVEMENT IN THIS AREA. DO NOT INSTALL NEW SANITATION STATION ISLANDS. DO NOT

PLACE CONCRETE DUMPSTER PAD. DO NOT INSTALL NEW SIGNAGE OR PAVEMENT MARKINGS.

R2 1.0

10.0'

20.0'

37.0'

20.0'

60°' R37.0'

14.0'

R41.7'

SLOPE RESTORATION (TYP)

PATCH/REPAIR EXISTING ISLAND WHERE

REMOVAL FOR REPLACEMENT WATER

VALVES OCCURS

ADA SIGN

REINSTALL SALVAGED PARKING BUMPERS

5.0

9.0'

DO NOT ENTER

WRONG WAY SIGN

(MDOT R5-1 & R5-1A)

PAVEMENT MARKING, WHITE

(TYP)

HMA PAVEMENT EXPANDED AREA

HMA PAVEMENT CAMGROUND LOOPS

HMA PAVEMENT EXISTING PAVED AREAS

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