751_20155.JBB Nahma Grade MultiUse Trail Culvert Installations Project ManualPart-2.pdf

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ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

CHICAGO

MILWAUKEE

LAKE

MICHIGAN

DETROIT

LAKE

HURON

SAULT

STE

MARIE

MARQUETTE

HOUGHTON

LAKE

SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

NAHMA GRADE MULTI USE TRAIL

AREA LOCATION MAP

GENERAL NOTES:

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, 2012 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 EXCEPT FOR EGLE/USACE JOINT PERMIT OBTAINED BY THE ENGINEER.

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.

CIVIL

DRAWING INDEX:

C-001 - NOTES

C-002 - LEGEND

C-003 - SOIL BORINGS B-2

C-004 - SOIL BORINGS B-3

C-005 - SOIL BORINGS B-4

C-121 - REMOVALS - SOUTH SITE

C-122 - PROPOSED - SOUTH SITE

C-123 - SOUTH CROSSING PROFILES

C-131 - REMOVALS - NORTH SITE

C-132 - PROPOSED - NORTH SITE

C-133 - NORTH CROSSING PROFILES

DT TITLE SHEET

DEPARTMENT OF NATURAL RESOURCES

I Certify That These Plans Were Prepared Under My Direct Supervision

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-21-0010 09-09-2021

90% DESIGN

751/20155.JBB

OWNER:

DEPARTMENT OF NATURAL RESOURCES

PARKS AND RECREATION

1990 US-41 NORTH

MARQUETTE, MI 49855

PROJECT CONTACTS:

906-250-9116 ROB KATONA, TRAILS SPECIALIST

906-251-0727 JEFF BARSCH, PROJECT DIRECTOR

906-280-1046 JASON PASCOE, FIELD REP

ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - JARED HYRKAS, PE

APPLICATION

DATE

PERMITS APPROVAL DATE

BY CONTRACTOR

DELTA COUNTY

PROJECT LOCATION

NORTH WATER CROSSING

45°53'23.67"N 86°42'25.13"W

REGION LOCATION MAP

PROJECT LOCATION

PROJECT LOCATION

SOUTH WATER CROSSING

45°51'35.40"N 86°40'37.29"W

County Road 497

Nahma

US Highway 2

EGLE-WRD

WRP031270 v1.0

Approved Issued On:10/21/2021

Expires On:10/21/2026

Only South Culvert Included for S Culvert Permit

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ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

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.

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.

ALGER DELTA ELEC ELECTRIC

426 N 9TH STREET, GLADSTONE, MI 49837

SHANNON PRIEBE

906-428-4141

SPRIEBE@ALGERDELTA.COM

AT&T TELECOM

211 E B ST, IRON MOUNTAIN, MI 49801

MARSHA BERTOLDI

906-396-9488

MB8983@ATT.COM

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 COMPLETED AND AREA 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.

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. ALL PERMANENT SLOPES LESS THAN 2:1 SHALL BE STABILIZED USING TOPSOIL & MULCH BLANKETS.

4. ALL PERMANENT SLOPES STEEPER THAN 2:1 SHALL BE STABILIZED USING HIGH VELOCITY MULCH

BLANKET.

5. 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 FOR ALL SLOPE RESTORATION SHALL BE PER

TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION.

6. ALL FILL SHALL BE CLEAN INERT MATERIAL.

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

BACKFILLED AND COMPACTED WITH SAND (MDOT CLASS II).

8. 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.

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

PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

SOIL EROSION AND SEDIMENTATION CONTROL

1. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2020 MICHIGAN

DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION, AND THE

CONTRACTOR SHALL COMPLY WITH LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND

SEDIMENTATION CONTROL.

2. ALL SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH MDOT STANDARD

PLAN R-96 SERIES.

3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF ENVIRONMENT GREAT LAKES & ENERGY

(EAGLE) CERTIFIED STORM WATER OPERATOR ON ALL SITES WITH A DISTURBANCE OF FIVE OR MORE

ACRES (PERMIT-BY-RULE). THE OPERATOR SHALL COMPLETE ALL INSPECTIONS AND REPORTS TO COMPLY

WITH SESC PERMIT REQUIREMENTS. THE PROJECT COVERS APPROXIMATELY X ACRES.

4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE AREAS LEFT

BARREN DURING CONSTRUCTION AND TO DISTURB ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE

CONSTRUCTION OF THE PROJECT.

5. EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS AS DIRECTED BY

THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER EFFECTIVE AS DETERMINED BY THE ENGINEER.

TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN

PLACE AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER MAINTENANCE OF

REMOVAL OF THE EROSION CONTROL ITEMS.

6. THE CONTRACTOR SHALL REMOVE SEDIMENT COLLECTED IN CULVERTS AND SUMPS OF ALL DRAINAGE

STRUCTURES IN THE VICINITY OF THE PROJECT WHEN SUCH SEDIMENT EXCEEDS ½ OF THE SUMP DEPTH

OR CULVERT DIAMETER. THE ENGINEER WILL INSPECT CULVERTS, SUMPS, AND ALL SESC ITEMS AFTER

STORM EVENTS AND DIRECT THE CONTRACTOR TO CLEAN OUT ALL CULVERTS, SUMPS, AND ALL SESC

ITEMS. CLEANING PIPING AND SUMPS FOR SEDIMENTATION CONTROL SHALL NOT BE PAID FOR

SEPARATELY. DEBRIS REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE

REGULATIONS.

7. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND

SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED OF OFF THE PROJECT SITE.

8. IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF TIME OTHER THEN

THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THE

UNCOMPLETED WORK FROM EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER

ACCEPTABLE TEMPORARY PRECAUTION.

9. THE CONTRACTOR SHALL SWEEP PAVED ROADS AND OTHER PAVED SURFACES DAILY, OR AS REQUESTED

BY THE ENGINEER, TO REMOVE TRACKED SOIL AND DEBRIS.

10. THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS TEMPORARY EROSION AND

SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND AS SHOWN ON THE PLANS.

11. THE CONTRACTOR SHALL INSTALL NON-WOVEN FILTER FABRIC ON ALL CATCH BASINS DURING

CONSTRUCTION TO FILTER MATERIALS ENTERING CATCH BASINS.

12. THE CONTRACTOR SHALL CLEAN OUT ALL CATCH BASINS AND FLUSH OUT ALL LINES AT THE COMPLETION

OF THE PROJECT.

13. THE CONTRACTOR SHALL SUBMIT PROPOSED STOCK PILE AND SPOIL PILE LOCATIONS TO THE ENGINEER

FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE.

14. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL BE SEEDED

AND MULCHED.

15. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SOIL UNTIL

VEGETATION IS ESTABLISHED.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS FOR THE PROJECT

INCLUDING THE SOIL EROSION AND SEDIMENTATION CONTROL PERMIT AS REQUIRED BY CVT HAVING

JURISDICTION.

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 XXX.

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

PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT

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

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

DEVICES AND CVT HAVING JURISDICTION.

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.

CULVERT TRENCH

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

GRANULAR MATERIAL CLASS IIIA. BACKFILLING SHALL BE IN ACCORDANCE TO THE PROJECT SPECIFICATIONS

AND MANUFACTURER'S REQUIREMENTS.

2. BACKFILL FOR CULVERT 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 ROADS/TRAILS

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 CULVERT TRENCHES OUTSIDE THE

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

95% OF ITS MAXIMUM UNIT WEIGHT.

2.3. SATISFACTORY MATERIAL EXCAVATED FROM THE CULVERT TRENCHES SHALL BE USED TO BACK FILL

CULVERT TRENCHES OUTSIDE THE LIMITS OF THE 1:1 ZONE OF INFLUENCE AND COMPACTED TO NOT

LESS THAN 95% OF ITS MAXIMUM UNIT WEIGHT.

EGLE-WRD

WRP031270 v1.0

Approved Issued On:10/21/2021

Expires On:10/21/2026

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ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

CURB AND GUTTER, REM

GUY WIRE

CONIFEROUS TREE

CONIFEROUS SHRUB

DECIDUOUS TREE

DECIDUOUS SHRUB

ELECTRIC RISER

ELECTRIC METER

GAS METER

GAS RISER

GAS VALVE

GUY POLE

IRON ROD/PIPE

LIGHT/DECOR LAMP POLE

PK NAIL

SOIL BORING

SECTION CORNER

SIGN

STUMP

TRANSFORMER PAD

SURVEY TRAVERSE POINT

PRIVATE UTILITY MANHOLE

UTILITY POLE

RIPRAP

SURVEY BENCHMARK

ELECTRICAL *

GAS\OIL

ROW

SECTION

HEDGE/TREE

FENCE

GUARDRAIL

CENTERLINE OF DITCH

SALVAGE

BULKHEAD

ABANDON

CLEARING

REMOVE

PROPERTY/PARCEL

FLOW DIRECTION

SIDEWALK REMOVAL

PAVEMENT REMOVAL

HMA SURFACE REMOVAL

WETLAND/EDGE OF WATER

CENTERLINE OF DITCH

FENCE

CABLE/TELEPHONE *

RIPRAP

SIGN

FLOW DIRECTION

STRUCTURE NUMBER

WM SAN STM

UTILITY POLE W/LIGHT

RELOCATE

RECONSTRUCT

RELOCATE BY OTHERS

ADJUST BY OTHERS

B

A

C

R

REL

REC

REL B/O

ADJ B/O

CL 1

CL 2

CL 3

1" TO 5"

6" TO 17"

18" TO 35"

CL 4 36" AND UP

TREE, REM

PROPOSED SPOT GRADE

EX AND PROP PARKING SPACE COUNT

EX AND PROP BARRIER FREE PARKING SPACE

749.25 FG

EXISTING SPOT GRADE

FLOW DIRECTION

EXISTING CONTOUR

PROPOSED CONTOUR

ASPHALT

CONCRETE

CONCRETE

SILT FENCE

INLET FILTER

CHECK DAM, STONE

LAWN

SPECIALTY SEED

SPECIALTY SEED

SPECIALTY SEED

GRAVEL

TRAIL REMOVAL / GRADING

SIGN, REM

ASPHALT, HEAVY

SLOPE RESTORATION

EXCAVATION LIMITS

CLEARING

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

B/BANK BOTTOM OF BANK

CONC CONCRETE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, TOWNSHIP

DIA DIAMETER

DW DOMESTIC WATER

EA EDGE OF ASPHALT

ELEC ELECTRIC

ELEV ELEVATION

EX EXISTING

F/C FACE OF CURB

FF FINISH FLOOR

FG FINISHED GRADE

FT FEET

HDCP HANDICAP

INV INVERT ELEVATION

OB OBSERVATION WELL

OBS OBSERVED

OH OVERHEAD

OT OVER TOPPING

PROP PROPOSED

R RADIUS

RES RESET

RIM TOP OF UTILITY/DRAINAGE STRUCTURE

ROW RIGHT-OF-WAY

SAN SANITARY

SP SPRING WATER

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TC TOP OF CURB

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 LINE

D50 RIPRAP SIZE WHERE 50% OF STONES

ARE LARGER

DMAX MAX STONE SIZE/AVG DEPTH OF

RIPRAP

OM3 SIGN1

COMPACTED 6A STONE

FINISHED GRADE

DRILL 2

"Ø HOLE, CENTERED

6" X 6" WOLMANIZED WOOD POST

MUTCD OM3-L (LEFT APPROACH), OM3-R (RIGHT APPROACH)

WATTLES

FOOT PATH TRAIL AGGREGATE

18" HDPE PIPE

EGLE-WRD

WRP031270 v1.0

Approved

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QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

TOTAL UNIT DESCRIPTION

0.1 Acre

Clearing

1 LSUM

Structures, Rem

Cyd Excavation, Earth

Cyd Erosion Control, Maintenance, Sediment Rem

50 Ea

Erosion Control, Sand Bag

1 Ea

Erosion Control, Sediment Trap

100 Ft

Erosion Control, Silt Fence

1 LSUM

_Dewatering Including SESC

1 LSUM

_Temporary Bypass Channel

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

3020105

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

SOUTH WATER CROSSING - EXISTING1

EXCAVATION LIMITS

CLEARING LIMITS, TYP

REMOVE SURFACE SOILS/ORGANICS

AND EXCAVATE FOR NEW STRUCTURE

REMOVE AND DISPOSE OF

EXISTING FOOT BRIDGE

REMOVE AND RELOCATE

EXISTING BENCH

REMOVE SURFACE SOILS/ORGANICS

AND EXCAVATE FOR NEW STRUCTURE

KEY PLAN

WATER DIVERSION NOTES:

1. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. THE

FLOW CAN EITHER BE DIVERTED WITH A TEMPORARY BYPASS

CHANNEL OR THE WATER CAN BE BYPASS PUMPED.

GENERAL NOTES:

1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

2. SURVEY DATA WAS COLLECTED 05/13/21, IN NAD83 MICHIGAN STATE

PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).

3. USFS ROAD 8258A CAN BE IMPROVED FOR ACCESS IF REQUIRED.

CLEARING LIMITS SHOULD TO 20' WIDE AND 14' TALL. RUTS SHALL BE

REPAIRED AND GRADED PRIOR TO LEAVING THE SITE.

SITE LOCATION

PROPOSED TRAIL

USFS ROAD 8258A

EGLE-WRD

WRP031270 v1.0

Approved

BEGIN CONSTRUCTION

ALIGN STA 47+15.00

N 392754.828

E 26328953.206

BEGIN CONSTRUCTION

ALIGN STA 46+00.00

N 392650.328

E 26329001.204

NAHMA

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QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

TOTAL UNIT DESCRIPTION

1 Ea

_Reinstall Salvaged Bench

1.2 Sta

Machine Grading

Cyd Backfill, Structure, CIP

0.24 Sta

Ditch, Intercepting

220 Ft

_Straw Wattle

Cyd Subbase, CIP

Syd Aggregate Surface Cse, 6 inch

Syd Geotextile, Separator

Cyd Culv Bedding, Box Culv

36 Ft

_Culv, Aluminum, 12'-11" x 6'-0"

Cyd Shared use Path, Aggregate, LM

4 Ea

_Wood Sign Post, 6"x6" Treated

4 Ea

_Object Marker Sign

Cyd Riprap, Plain, LM

Syd Slope Restoration, Type A

Know what's below.

before you dig.Call

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

SOUTH WATER CROSSING - PROPOSED1

feetGRAPHIC SCALE: FULL feetHALF

3020105

MACHINE GRADING

AGGREGATE SURFACE COURSE

SUBBASE, CIP

SLOPE RESTORATION,

TYPE A ON SLOPES

RIPRAP, PLAIN

RIPRAP, PLAIN

SLOPE RESTORATION,

TYPE A ON SLOPES

KEY PLAN

36 LF - CORRUGATED

ALUMINUM CULVERT

12'-11" x 6'-0"

USFS ROAD 8258A

SIGN, OM-3

.0

INSTALL SALVAGED BENCH

SITE LOCATION

PROPOSED TRAIL

EGLE-WRD

WRP031270 v1.0

Approved

45+50 46+00 47+00 48+00

0.47%

Know what's below.

before you dig.Call

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

SOUTH WATER CROSSING PROPOSED TRAIL CENTERLINE PROFILE3

SOUTH WATER CROSSING PROPOSED CULVERT PROFILE2

APPROX EXC LIMITS

12'-11" x 6'-0" CORRUGATED

ALUMINUM 4 SIDED

24" THICK LAYER

OF RIPRAP

6" 6A (CRUSHED) STONE

2" LEVELING COURSE OF 34R OR

" CHIPS

US300NW FILTER FABRIC

ENCLOSING BEDDING

RIPRAP

6" 6A (CRUSHED) STONE

2" LEVELING COURSE OF 34R OR

" CHIPS

US300NW FILTER FABRIC

ENCLOSING BEDDING

12'-11" x 6'-0" CORRUGATED

ALUMINUM 4 SIDED

UPSTREAM INVERT: 583.00

DOWNSTREAM INVERT: 582.95

TYPICAL TRAIL SECTION - PROPOSED1

SALVAGE AND REUSE TOPSOIL.

PLACE SEED AND MULCH.

EXISTING TRAIL SURFACE

TRAIL

6" 23A SURFACE CSE AGG, COMPACTED TO 97% MAX DENSITY

12" MDOT CL II SUBBASE COMPACTED TO 95% MAX DENSITY

COMPACT SUBGRADE TO 95% MAX DENSITY.

STA 0+12

INVERT: 583.00'

STA 0+48

INVERT: 582.95'

STA 0+35,

CENTERLINE OF TRAIL

EXISTING STREAM BED

ELEVATION: 585.26

(PROPOSED TO MATCH

EXISTING)

SLOPE MEASURED

TO POINT ON

CULVERT CLOSEST

TO TRAIL EDGE

POB STA 46+00, MATCH EXISTING

POE STA 47+15, MATCH EXISTING

PROPOSED GRADE

EXISTING GRADE

CL OF TRAIL ELEVATION: 590.77

EDGE OF WATER 586.07

OBSERVED 05/13/2021

MINIMUM 1.4' OF COVER

OHWM ELEVATION: 587.00

100 YR WATER ELEV: 587.25

PROPOSED SLOPE

APPROX EXISTING SLOPE

18"

4.0'

EGLE-WRD

WRP031270 v1.0

Approved

This notice must be displayed at the site of work.

Laminating this notice or utilizing sheet protectors is recommended.

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

NOTICE OF AUTHORIZATION

Permit Number: WRP031521 v. 1 Date Issued: November 9, 2021 Site Name: 21-Nahma Grade Multi Use Trail-Nahma Twp Expiration Date: November 9, 2026

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

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

Part 301, Inland Lakes and Streams.

Part 303, Wetlands Protection.

Part 315, Dam Safety.

Part 323, Shorelands Protection and Management.

Part 325, Great Lakes Submerged Lands.

Part 353, Sand Dunes Protection and Management.

Authorized activity:

Install (1) 40-foot-long by 14-foot-span by 6-foot-rise aluminum arch culvert in a tributary to the Sturgeon River. The culvert will be recessed 2.0 feet into the stream bottom and will have a projecting entrance condition. In order to install the culvert, excavate 115 cubic yards of material and backfill with 180 cubic yards of material within the 100-year floodplain. Place up to 29 cubic yards of riprap at the culvert ends for scour protection.

Waterbody Affected: Unnamed tributary to Sturgeon River, 100-Year Floodplain Property Location: Delta County, Nahma Township, TRS 40N 19W Sec 06

Permittee:

Brenda Rebitzke, US Forest Service 1990 US-41 North Marquette, MI 49855

Sean Soucy Marquette District Office Water Resources Division 906-250-0588

EGLE-WRD

WRP031521 v1.0

Approved Issued On:11/09/2021

Expires On:11/09/2026

MICHIGAN DEPARTMENT OF ENVIRONMENT, GREAT LAKES, AND ENERGY

WATER RESOURCES DIVISION

PERMIT

Issued To:

US Forest Service Attn: Brenda Rebitzke 1990 US-41 North Marquette, MI 49855

Permit No: WRP031521 v.1 Submission No.: HPB-QPBP-G02QF Site Name: 21-Nahma Grade Multi Use Trail-Nahma Twp Issued: November 9, 2021 Expires: November 9, 2026

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

Part 301, Inland Lakes and Streams Part 323, Shorelands Protection and Management Part 303, Wetlands Protection Part 325, Great Lakes Submerged Lands Part 315, Dam Safety Part 353, Sand Dunes Protection and Management Part 31, Water Resources Protection (Floodplain Regulatory Authority)

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

Authorized Activity:

Install (1) 40-foot-long by 14-foot-span by 6-foot-rise aluminum arch culvert in a tributary to the Sturgeon River. The culvert will be recessed 2.0 feet into the stream bottom and will have a projecting entrance condition. In order to install the culvert, excavate 115 cubic yards of material and backfill with 180 cubic yards of material within the 100-year floodplain. Place up to 29 cubic yards of riprap at the culvert ends for scour protection.

All work shall be completed in accordance with the attached plans and the terms and conditions of this permit.

Waterbody Affected: Unnamed tributary to Sturgeon River, 100-Year Floodplain Property Location: Delta County, Nahma Township, TRS 40N 19W Sec 06

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

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

EGLE-WRD

WRP031521 v1.0 Approved

Brenda Rebitzke, US Forest Service 2 WRP031521 v.1

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

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

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

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

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

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

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

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

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

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

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

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

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

O. If any change or deviation from the permitted activity becomes necessary, the permittee shall request, in writing, a revision of the permitted activity from EGLE. Such revision request shall include complete documentation supporting the modification and revised plans detailing the proposed modification.

Proposed modifications must be approved, in writing, by EGLE prior to being implemented.

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

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

EGLE-WRD

WRP031521 v1.0

Approved

Brenda Rebitzke, US Forest Service 3 WRP031521 v.1

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

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

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

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

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

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

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

1. The 100-year floodplain elevation of the tributary to the Sturgeon River at the DNR trail crossing is

600.5 feet NAVD 88. All materials remaining upon completion of the project shall be relocated to outside of the 100-year floodplain.

2. The invert of the new culvert shall be recessed no greater than 2.0 feet into the stream bottom.

3. Riprap shall be installed such that it does not narrow up the stream or interfere with flows into or out of the culvert.

4. During work on the crossing, and until the site is stabilized, the stream shall be passed through a temporary channel. The temporary channel shall be completely stabilized with riprap placed over geotextile filter fabric prior to passing flow and maintained in good working condition until the culvert is installed and stabilized. Or, during work on the culvert, and until the site is stabilized, the stream shall be blocked off with clean stone and/or gravel bags and the water pumped around the crossing. Water shall be discharged into the watercourse with appropriate treatments to remove suspended particles and to dissipate energy. An extra pump shall be kept on site in the event of failure.

5. The placement of the new culvert and the initial placement of fill in the stream shall be done in the dry or in such a manner that all flow is immediately passed through the culvert. The major placement of fill shall be done in the dry or in still water where erosion and siltation will be minimized. The fill material used in this initial placement shall be washed gravel, coarse aggregate, or rock and shall be placed at both ends of the culvert above normal water level before backfill material is placed.

6. The culvert shall be installed to align with the center line of the existing stream at both the inlet and outlet ends, and must be buried below the stream bed to provide a natural channel substrate through the structure as shown on the approved plans.

7. Road fill side slopes terminating in the stream and any raw streambanks resulting from the construction shall be stabilized with temporary measures in accordance with appropriate Best Management Practices based on site conditions, and if necessary, may be riprapped extending above the ordinary high water mark, before or upon commencement of the permitted activity. Temporary stabilization measures shall be maintained until permanent measures are in place.

8. All other road fill slopes, ditches, and other raw areas draining directly to the stream may be protected with riprap, sod and/or seed and mulch as may be necessary to provide effective erosion protection.

The placement of riprap shall be limited to the minimum necessary to ensure proper stabilization of the side slopes and fill in the immediate vicinity of the structure.

9. If the project, or any portion of the project, is stopped and lies incomplete for any length of time (other than that encountered in a normal work week) every precaution shall be taken to protect the incomplete work from erosion, including the placement of temporary gravel bag riprap, temporary seed and mulch, or other acceptable temporary protection.

EGLE-WRD

WRP031521 v1.0

Approved

Brenda Rebitzke, US Forest Service 4 WRP031521 v.1

10. No work shall be done in the stream during periods of above-normal flows except as necessary to prevent erosion.

11. The permittee is responsible for acquiring all necessary easements or rights-of-way before commencing any work authorized by this permit. All construction operations relating to or part of this project shall be confined to the existing right-of-way limits or other acquired easements.

12. Authority granted by this permit does not waive permit or program requirements under Part 91 of the NREPA or the need to acquire applicable permits from the CEA. To locate the Soil Erosion Program Administrator for your county, visit www.mi.gov/eglestormwater and select "Soil Erosion and Sedimentation Control Program" under "Related Links."

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

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

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

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

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

Issued By:

Sean Soucy Marquette District Office Water Resources Division 906-250-0588 cc: Nahma Township Clerk Delta CEA Rob Katona, DNR Ericka Malone, OHM Advisors Linda Hansen, EGLE

EGLE-WRD

WRP031521 v1.0

Approved Issued On:11/09/2021 www.mi.gov/eglestormwater

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-21-0010

CHICAGO

MILWAUKEE

LAKE

MICHIGAN

DETROIT

LAKE

HURON

SAULT

STE

MARIE

MARQUETTE

HOUGHTON

LAKE

SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

NAHMA GRADE MULTI USE TRAIL

AREA LOCATION MAP

GENERAL NOTES:

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, 2012 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 EXCEPT FOR EGLE/USACE JOINT PERMIT OBTAINED BY THE ENGINEER.

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.

CIVIL

DRAWING INDEX:

C-001 - NOTES

C-002 - LEGEND

C-003 - SOIL BORINGS B-2

C-004 - SOIL BORINGS B-3

C-005 - SOIL BORINGS B-4

C-121 - REMOVALS - SOUTH SITE

C-122 - PROPOSED - SOUTH SITE

C-123 - SOUTH CROSSING PROFILES

C-131 - REMOVALS - NORTH SITE

C-132 - PROPOSED - NORTH SITE

C-133 - NORTH CROSSING PROFILES

DT TITLE SHEET

DEPARTMENT OF NATURAL RESOURCES

I Certify That These Plans Were Prepared Under My Direct Supervision

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

7136-21-0010 09-09-2021

90% DESIGN

751/20155.JBB

OWNER:

DEPARTMENT OF NATURAL RESOURCES

PARKS AND RECREATION

1990 US-41 NORTH

MARQUETTE, MI 49855

PROJECT CONTACTS:

906-250-9116 ROB KATONA, TRAILS SPECIALIST

906-251-0727 JEFF BARSCH, PROJECT DIRECTOR

906-280-1046 JASON PASCOE, FIELD REP

ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - JARED HYRKAS, PE

APPLICATION

DATE

PERMITS APPROVAL DATE

BY CONTRACTOR

DELTA COUNTY

PROJECT LOCATION

NORTH WATER CROSSING

45°53'23.67"N 86°42'25.13"W

REGION LOCATION MAP

PROJECT LOCATION

PROJECT LOCATION

SOUTH WATER CROSSING

45°51'35.40"N 86°40'37.29"W

County Road 497

Nahma

US Highway 2

EGLE-WRD

WRP031521 v1.0

Approved Issued On:11/09/2021

Expires On:11/09/2026 only North Culvert included for N Culvert Permit