Bid Package 2 Plans 1 14068.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

7136-20-0040

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

DOLLAR BAY TO LAKE LINDEN TRAIL

BID PACKAGE 2

AREA LOCATION MAP

DEPARTMENT OF NATURAL RESOURCES

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

OHM PROJECT No.

DATE:

DTMB File No.

7136-20-0040 11/10/2022

BID SET

751/14068.TAP

ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - ZANE HYRKAS, PE

APPLICATION

DATE

PERMITS APPROVAL DATE

HOUGHTON COUNTY

REGION LOCATION MAP

Sheet

Number

Sheet Title

1 TITLE SHEET

2 BID SET 2 MAP

3 NOTES

4 LEGEND

5 STA 631-STA 628 REMOVAL PLAN

6 STA 631-STA 628 CONSTRUCTION PLAN

7 STA 631-STA 628 PROFILE

8 STA 628-STA 622 REMOVAL PLAN

9 STA 628-STA 622 CONSTRUCTION PLAN

10 STA 628-STA 622 PROFILE

11 STA 622-STA 616 REMOVAL PLAN

12 STA 622-STA 616 CONSTRUCTION PLAN

13 STA 622-STA 616 PROFILE

14 STA 616-STA 612 REMOVAL PLAN

15 STA 616-STA 612 CONSTRUCTION PLAN

16 STA 612-STA 607 REMOVAL PLAN

17 STA 612-STA 607 CONSTRUCTION PLAN

18 STA 612-STA 607 PROFILE

19 STA 607-STA 604 REMOVAL PLAN

20 STA 607-STA 604 CONSTRUCTION PLAN

21 STA 607-STA 604 PROFILE

22 STA 604-STA 598 REMOVAL PLAN

23 STA 604-STA 598 CONSTRUCTION PLAN

24 STA 604-STA 598 PROFILE

25 STA 598-STA 592 REMOVAL PLAN

26 STA 598-STA 592 CONSTRUCTION PLAN

27 STA 598-STA 592 PROFILE

28 STA 592-STA 586 REMOVAL PLAN

29 STA 592-STA 586 CONSTRUCTION PLAN

30 STA 592-STA 586 PROFILE

31 STA 586-STA 580 REMOVAL PLAN

32 STA 586-STA 580 CONSTRUCTION PLAN

33 STA 580-STA 574 REMOVAL PLAN

34 STA 580-STA 574 CONSTRUCTION PLAN

STA 580-STA 574 PROFILE

STA 574-STA 568 REMOVAL PLAN

37 STA 574-STA 568 CONSTRUCTION PLAN

38 STA 574-STA 568 PROFILE

39 STA 568-STA 561+50 REMOVAL PLAN

40 STA 568-STA 561+50 CONSTRUCTION PLAN

41 STA 568-STA561+50 PROFILE

42 STA 561+50-STA 555+50 REMOVAL PLAN

43 STA 561+50-STA 555+50 CONSTRUCTION PLAN

44 STA 555+50-STA 549+50 REMOVAL PLAN

45 STA 555+50-STA 549+50 CONSTRUCTION PLAN

46 STA 549+50-STA 544+00 REMOVAL PLAN

47 STA 549+50-STA 544+00 CONSTRUCTION PLAN

48 STA 549+50-STA 544+00 PROFILE

49 STA 544-STA 538 REMOVAL PLAN

50 STA 544+00-STA 538+00 CONSTRUCTION PLAN

51 STA 544+00-STA 538+00 PROFILE

52 STA 538-STA 533 REMOVAL PLAN

53 STA 538+00-STA 533+00 CONSTRUCTION PLAN

54 STA 538+00-STA 533+00 PROFILE

55 STA 533-STA 527 REMOVAL PLAN

56 STA 533+00-STA 527+00 CONSTRUCTION PLAN

57 STA 533+00-STA 527+00 PROFILE

58 STA 527-STA 521 REMOVAL PLAN

59 STA 527+00-STA 521+00 CONSTRUCTION PLAN

60 STA 527+00-STA 521+00 PROFILE

61 STA 521-STA 515 REMOVAL PLAN

62 STA 521+00-STA 515+00 CONSTRUCTION PLAN

63 STA 521+00-STA 515+00 PROFILE

64 STA 515-STA 509 REMOVAL PLAN

65 STA 515+00-STA 509+00 CONSTRUCTION PLAN

66 STA 515+00-STA 509+00 PROFILE

67 STA 509+00-STA 503+00 REMOVAL

68 STA 509+00-STA 503+00 CONSTRUCTION PLAN

69 STA 509+00-STA 503+00 PROFILE

70 TYPICAL DETAILS

71 TYPICAL DETAILS

72 TYPICAL DETAILS

73 STRUCTURAL DETAILS 563+36

74 STRUCTURAL DETAILS 563+36

75 HEADWALL DETAILS

OWNER:

DEPARTMENT OF NATURAL RESOURCES

MARQUETTE CUSTOMER SERVICE CENTER

1990 US-41

MARQUETTE, MI 49855

Know what's below.

before you dig.Call

R

POB 631+00.00

N: 860662.2113

E: 25878529.9475

POE 503+00.00

N: 870365.7941

E: 25886520.6001 feetGRAPHIC SCALE: FULL feetHALF

18001200600300

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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

7136-20-0040

GENERAL NOTES

1. SITE STATIONING IS BASED ON HISTORIC SITE ID'S AND MAY NOT MATCH ALIGNMENT STATIONS

2. 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.

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 THE MICHIGAN DNR & DTMB.

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.

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

ABBREVIATIONS:

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.

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.

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. 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.

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.

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.

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. SUITABLE SOILS 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. SUITABLE SOILS 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.

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.

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 3:1 SHALL BE STABILIZED USING TOPSOIL & MULCH BLANKETS.

4. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL BE STABILIZED USING HIGH VELOCITY MULCH BLANKET.

5. CONTRACTOR SHALL PLACE SALVAGED AND 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 THE SPECIFICATIONS.

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.

9. EXCAVATED SOILS MAY BE PERMANENTLY STOCKPILED WITHIN THE TRAIL RIGHT OF WAY FOR THE

BID PACKAGE.

BID PACKAGE 2: NO PERMANENT STOCKPILES WITHIN ROW WITHOUT APPROVAL FROM THE

ENGINEER.

ALL STOCKPILE LOCATIONS SHALL BE LOCATED IN AREAS THAT ARE NOT DETRIMENTAL TO

DRAINAGES. ALL LOCATIONS SHALL BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO

UTILIZATION.

10. STOCKPILES SHALL HAVE SLOPES NOT EXCEEDING 1V:3H OR THE ANGLE OF REPOSE FOR THE

STOCKPILED SOIL.

11. PROVIDE TEMPORARY AND PERMANENT SESC MEASURES FOR STOCKPILED SOILS UNTIL GROWTH IS

ESTABLISHED.

12. PERMANENT AND TEMPORARY SESC MEASURES FOR PERMANENT STOCKPILE LOCATIONS ARE

NCIDENTAL TO REMOVAL ITEMS AND SHALL NOT BE PAID FOR SEPARATELY.

13. PERFORM EXCAVATIONS TO ALLOW SHEET FLOW OF STORMWATER TO BE DIRECTED TO THE

DOWNSTREAM SIDE OF SITE.

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ARCHITECTS. ENGINEERS. PLANNERS

OHM-ADVISORS.COM

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

CURB AND GUTTER, REM

ADA SIDEWALK RAMP

FLAMMABLE MATERIAL

HAZARDOUS OR

CONTIGUOUS PROPERTY SYMBOL

PARCEL NUMBER BOX

XXXX

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 IMPACTS

XXXX

FLOW DIRECTION

REMOVE BY OTHERS

SIDEWALK REMOVAL

COLD MILLING HMA SURFACE

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/WATER

12"

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

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

S

B

A

C

R

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

RECONSTRUCT

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

XXXXXX

R-

A-

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REL B/O-

S-

REL-

REC-

R B/O-

TREE, REM

TOPSOIL, SEED AND MULCH

TRAIL AGGREGATE

SF SF SF SF SF

SILT FENCE

CLEARING LIMITS

CULVERT, REM

SEDIMENT BASIN

TSV&B

TSV&W

GV&B

GV&W

PROTECT

SF

S

F

S F

S

F

S

F

S

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Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

60402010

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(60' R.O.W.)

CLEARING LIMITS

CLEARING

KEY PLAN

F

O

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A

F

A

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NTS

628+00

629+00

630+00

631+00

631+00

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

60402010

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(60' R.O.W.)

AGGREGATE SURFACE CSE, 8 INCH (TYP)

SLOPE RESTORATION, TYPE D

CULVERT, CL A, 12 INCH

PLUNGE POOL,

SEE STANDARD DETAIL

ON SHEET 72

BARRICADE, TYPE III, HIGH

INTENSITY, DOUBLE SIDED

KEY PLAN

F

O

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S

M

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A

A

M

NTS

AGGREGATE SURFACE CSE, 8 INCH (TYP)

PLUNGE POOL,

SEE STANDARD DETAIL

ON SHEET 72

CULV, CL A, 24 INCH

CULV, END SECT, 24 INCH (TYP)

CULVERT, END SECT, 12 INCH (TYP)

628+00629+00630+00631+00631+00

P V

C

S

T A

P V

C

E

L E

V

628+00629+00630+00631+00631+00

-1.18%

1.42% -1

.9 0%

-0.73%

L.P. STA = 629+02.27

L.P. ELEV = 633.97

PVI STA = 628+91.27

PVI ELEV = 634.05

K: = 49.02

22.01' VC

A.D. = 0.45%

H.P. STA = 628+29.69

H.P. ELEV = 634.73

PVI STA = 628+54.69

PVI ELEV = 634.48

K: = 291.89

50.00' VC

A.D. = 0.17%

P V

T

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P V

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P V

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P V

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L E

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P V

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T A

P V

T

E

L E

V

PROP GRADE @ ℄

34 Ft 24" CULV, CL A, @4.83%

APPROX EXC LIMITS

42 Ft 24" CULV, CL A, @1.00%

APPROX EXC LIMITS

1.0'1.0'

1.0'

1.0'

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

STA 631 - STA 628 PROPOSED TRAIL CENTERLINE PROFILE

S F

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Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

60402010

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

7136-20-0040

(100' R.O.W.)

REMOVE AND REPLACE

CULVERT, SEE CULVERT STANDARD

PLAN ON SHEET 70

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CLEARING

CLEARING

CLEARING

KEY PLAN

F

O

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NTS