13243 Plans 1 of 2.pdf

SCHOOLCRAFT

MARQUETTE

BARAGA

IRON

ONTONAGON

HOUGHTON

KEWEENAW

LAKE SUPERIOR

MARQUETTE

MUNISING

HANCOCK

HOUGHTON

CALUMET

GAY

LAC LA BELLE

ISHPEMING

NEGAUNEE

CRYSTAL FALLS

L'ANSE

BARAGA

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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

BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3

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 IN 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

DAMAGES DURING CONSTRUCTION AS REQUIRED BY STATE AND 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:

C001 - GENERAL NOTES

C002 - LEGEND

C003 - SITE LOCATION MAP

C101 - PLAN OF SITE

C501 - GENERAL DETAILS

C502 - SHEET PILE DETAILS

DT TITLE SHEET

DEPARTMENT OF NATURAL RESOURCES

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

OHM PROJECT No.

DATE:

DTMB File No.

7136-13-0890 3.31.2020

BID SET

751/13243.JBB

OWNER:

DEPARTMENT OF NATURAL RESOURCES

PARKS AND RECREATION

1990 US-41

MARQUETTE, MI 49855

906.250.5818

PROJECT CONTACT- JEFF KAKUK

ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - MICHAEL MARKHAM, PE

APPLICATION

DATE PERMITS APPROVAL DATE

BY CONTRACTOR

BARAGA COUNTY

CHICAGO

MILWAUKEE LAKE

MICHIGAN

DETROIT

LAKE

HURON

SAULT

STE

MARIE

MARQUETTE

HOUGHTON

LAKE

SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

PROJECT

LOCATION

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

AREA LOCATION

MAP

PROJECT LOCATION MAP

BARAGA

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

STRUCTURAL

S101 - RAILROAD TRESTLE REMOVAL PLAN OF STRUCTURE

S102 - RAILROAD TRESTLE PROPOSED PLAN OF STRUCTURE

S201 - RAILROAD TRESTLE EXISTING BRIDGE PROFILE

S202 - RAILROAD TRESTLE PROPOSED BRIDGE PROFILE

S501 - RAILROAD TRESTLE CROSS SECTIONS

S502 - RAILROAD TRESTLE BRIDGE SECTIONS

S503 - BRIDGE DECK PANEL TYPICALS

S504 - BRIDGE DECK PANEL ELEVATIONS

S505 - SUBSTRUCTURE REPAIR

TRESTLE DECK REPAIR OVER LITTLE CARP RIVER

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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OHM PROJ.

AutoCAD SHX Text IDENTIFICATION No.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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DT

AutoCAD SHX Text 7136-13-0890

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751/13243.JBB

AutoCAD SHX Text 3.31.2020

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AR

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CH

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BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3

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TITLE SHEET

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JR

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MM

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DTMB SESC

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PROJECT LOCATION

AutoCAD SHX Text 46.83079, -88.48971

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

NAME OF UTILITY KIND OF UTILITY

AT&T TELEPHONE/FIBER

MARSHA BERTOLDI

PHONE: 906-779-2744

906-396-9488 EMAIL: mb8983@att.com

GENERAL STRUCTURAL NOTES

1. DESIGN LOADING INFORMATION:

1.1. LOADS

1.1.1. DEAD LOAD: 20 psf

1.1.2. PEDESTRIAN LIVE LOAD: 90 psf

1.1.3. SNOW LOAD: 60 psf GROUND

1.1.4. WIND LOAD: 115 MPH (ASCE 7-10), 30 psf GROSS

1.1.5. AMBULANCE LIVE LOAD: 14,000# GROSS

1.1.6. GROOMER LIVE LOAD: 27,450# GROOMER + 8,000# DRAG

1.1.7. GUARDRAIL LIVE LOAD: 200# IN ANY DIRECTION AT UPPER RAIL ELEMENTS AND TOP OF RAILING POSTS

AND A NON-CONCURRENT TRAFFIC IMPACT LOAD OF 5000# TRANSVERSELY OUTWARD, 2500#

LONGITUDINALLY AND 1250# TRANSVERSELY INWARD DISTRIBUTION IN ACCORDANCE WITH SECTION

2.7.1.3 OF THE 17TH EDITION OF THE ASSHTO BRIDGE DESIGN SPECIFICATION APPLIED TO THE LOWER

RAIL ELEMENTS AND RAILING POSTS.

1.2. LOAD CASES (PER AAHSTO)

1.2.1. 1.25DL + 1.75 PEDESTRIAN

1.2.2. 1.25DL + 1.75 VEHICLE LOAD

1.2.3. 1.25 DL + 1.75 SNOW + GROOMER

1.3. GROOMER MAXIMUM AXLE LOAD IS 70% OF TOTAL LOAD WITH 5% IMBALANCE.

1.4. AMBULANCE MAXIMUM AXLE LOAD IS 80% OF TOTAL LOAD WITH 5% IMBALANCE.

1.5. MAXIMUM DEFLECTION FOR MEMBERS IS L/360.

1.6. THERMAL: 100 DEGREE DIFFERENTIAL

2. WELDING SHALL CONFORM TO THE APPROPRIATE PROVISIONS OF THE ANSI/AWS D1.1 STRUCTURAL WELDING CODE AND/OR ANSI/AWS D1.5 BRIDGE WELDING CODE. WELDING ELECTRODES TO BE A MINIMUM E70.

3. UNLESS OTHERWISE NOTED, WELDED CONNECTIONS SHALL BE FILLET WELDS (OR HAVE THE EFFECTIVE THROAT OF A FILLET WELD) OF A SIZE EQUAL TO THE THICKNESS OF THE LIGHTEST GAGE MEMBER IN THE CONNECTION.

WELDS SHALL BE APPLIED AS FOLLOWS:

3.1. ALL CONNECTION OF STRUCTURAL MEMBERS SHALL BE FULLY WELDED.

3.2. MISCELLANEOUS NON-STRUCTURAL MEMBERS WILL BE STITCH WELDED TO THEIR SUPPORTING MEMBERS.

4. STRUCTURAL STEEL (FY=50KSI) SHALL BE HIGH STRENGTH, LOW ALLOY, ATMOSPHERIC CORROSION RESISTANT ASTM A847 COLD-FORMED WELDED SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS, AND/OR ASTM

A588 PLATE AND STRUCTURAL STEEL SHAPES.

5. ALL EXISTING STEEL SHALL NOT REQUIRE ANY BLAST CLEANING/TOUCHUPS.

6. CONTRACTOR SHALL FIELD MEASURE EXISTING BRIDGE STRUCTURE PRIOR TO FABRICATION AND SUBMITTAL OF SHOP DRAWINGS FOR BRIDGE DECK SECTIONS. CONTRACTOR SHALL VERIFY JOINTS AND MATCH EXISTING JOINTS AT EACH PIER. ADJUSTMENTS TO THE FINAL LAYOUT ARE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN

THE CONTRACT PRICE.

7. WOOD SHALL BE ROUGH SAWN, SOUTHERN PINE OR DOUGLASS FIR, NO. 2 OR BETTER, Fb=1,000 PSI MIN, E=1.6E6

PSI MIN

8. DECK WEARING SURFACE SHALL BE ROUGH SAWN, RED OR WHITE OAK.

9. FASTENERS INTO WOOD SHALL BE EXTERIOR GRADE UNO. FASTENERS TO ATMOSPHERIC STEEL SHALL BE A325

WEATHERING STEEL UNO. DO NOT CONNECT GALVANIZED AND PLAIN STEEL TOGETHER.

10. THE DESIGN OF BRIDGE REHABILITATION IS BASED ON AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, USDA FOREST SERVICE PUBLICATION NUMBER EM 7700-8, TIMBER BRIDGE DESIGN, CONSTRUCTION AND MAINTENANCE, 1990, AND BEST MANAGEMENT PRACTICES FOR USE OF PRESERVATIVE-TREATED WOOD IN AQUATIC ENVIRONMENTS IN MICHIGAN, 2002. THE WORKING STRESS METHOD OF DESIGN WAS USED FOR THE

TRESTLE STRUCTURE.

UTILITY NOTES

1. 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.

2. THE UTILITY LOCATIONS ARE BASED ON FIELD OBSERVATIONS AND A CAREFUL REVIEW OF

MUNICIPAL AND 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 CALL MISS DIG (811) A MINIMUM OF THREE WORKING DAYS PRIOR TO ANY EXCAVATION. 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.

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

B/BANK BOTTOM OF BANK

CONC CONCRETE

CT CURB TRANSITION

C&G CURB AND GUTTER

CVT CITY, VILLAGE, OR 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

RS ROUGH SAWN

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

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

REMOVAL

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

2. 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.

3. ADDITIONAL WORK OUTSIDE OF THE LIMITS SHOWN ON THE PLAN SHALL BE SUBMITTED TO THE ENGINEER

FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

4. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED

OF AT AN OFF SITE LOCATION.

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. ALL TEMPORARY SIGNS AND BARRICADES SHALL CONFORM TO THE MICHIGAN MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES (MMUTCD), 2011 EDITION, AS REVISED.

4. TYPE III BARRICADES USED ON THIS PROJECT SHALL BE 8' LONG AND BE HIGH INTENSITY DOUBLE

SIDED.

5. TEMPORARY SIGNS AND BARRICADES WITHIN THE CONSTRUCTION INFLUENCE AREA SHALL BE

PROVIDED BY THE CONTRACTOR.

DTMB: SOIL EROSION AND SEDIMENTATION

CONTROL

1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC UNIT PRIOR TO

DOING WORK. CONSTRUCT AND MAINTAIN ALL TEMPORARY SOIL EROSION AND SEDIMENTATION

CONTROL MEASURES AND REMOVE WHEN ACCEPTABLE. NON COMPLIANCE COULD RESULT IN

$500/DAY FINES BY THE AGENCY AND ASSESSMENT OF ACTUAL DAMAGE COSTS. WITH O&M

MANUAL FURNISH SECTION ON OWNER MAINTENANCE OF PERMANENT CONTROLS. IMPLEMENT

CONTINUOUS INSPECTION AND MAINTENANCE PROGRAMS. OWNER SHALL CONTINUE AFTER

PROJECT COMPLETION.

2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2012

MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY

CONSTRUCTION, MDOT STANDARD PLAN R-96 SERIES, AND DTMB REQUIREMENTS.

3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF ENVIRONMENTAL GREAT LAKES AND ENERGY 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.

4. THE CONTRACTOR SHALL CONDUCT THEIR 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 FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND

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

7. 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.

8. THE CONTRACTOR SHALL SWEEP PAVED ROADS AND OTHER PAVED SURFACES DAILY TO

REMOVE TRACKED SOIL AND DEBRIS.

9. THE CONTRACTOR SHALL INSTALL SILT FENCES AS TEMPORARY EROSION AND SEDIMENTATION

CONTROL IN DISTURBED AREAS AS REQUIRED, AS SHOWN ON THE PLANS.

10. THE CONTRACTOR SHALL CLEAN OUT ALL SEDIMENT COLLECTED IN SEDIMENT BASINS DURING

THE PROJECT AS NECESSARY AND AT THE PROJECT COMPLETION.

11. SPOILS ARE NOT PERMITTED TO BE STOCKPILED ANYWHERE ONSITE OTHER THAN THE

LOCATIONS SHOWN ON THE PLANS.

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

BE SEEDED AND MULCHED.

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

UNTIL VEGETATION IS ESTABLISHED.

14. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED

ACCORDING TO THE DETAILS AND SPECIFICATIONS INCLUDED IN THE DEPARTMENT OF

TECHNOLOGY, MANAGEMENT AND BUDGET'S SOIL EROSION AND SEDIMENTATION CONTROL

GUIDEBOOK DATED FEBRUARY 2005.

DTMB: GENERAL NOTES

1. IN CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS AND

MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET (DTMB) DC SPEC,

THE DTMB PROVISIONS CONTROL.

MDOT TRAFFIC SAFETY STANDARD PLANS

WHERE THE FOLLOWING ITEMS ARE CALLED FOR IN THE PLANS THEY ARE TO BE CONSTRUCTED

ACCORDING TO THE STANDARD PLANS GIVEN BELOW, OPPOSITE EACH ITEM UNLESS OTHERWISE

INDICATED.

TITLE PLAN NO.

SOIL EROSION & SEDIMENTATION CONTROL MEASURES R-96-E

TEMPORARY TRAFFIC CONTROL DEVICES WZD-125-E*

GROUND DRIVEN SIGN SUPPORTS FOR TEMPORARY SIGNS WZD-100-A

TABLES FOR "L", "D" AND "B" VALUES M0020a TYPICAL ADVANCE SIGNING TREATMENT FOR SHORT TERM M0040a

STATIONARY WORK ZONE WHERE TRAFFIC CONTROL REMAINS

AT END OF WORK DAY

*DENOTES SPECIAL DETAIL

GENERAL NOTES

1. IT IS THE CONTRACTORS 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. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE IN PLACE

PRIOR TO STARTING REMOVALS.

3. THE CONTRACTOR SHALL BE LIABLE FOR ANY DAMAGE TO STREETS, SIDEWALKS, OTHER

STRUCTURES, AND ADJACENT AREAS CAUSED BY DEMOLITION OR HAULING OPERATIONS.

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

COMPLIANCE WITH MI-OSHA GUIDELINES.

5. 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 BEFORE PROCEEDING

WITH WORK.

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

ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2012 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, THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES, THE MDOT DRAINAGE MANUAL, AND THE

ALUMINUM CULVERT MANUFACTURERS REQUIREMENTS.

7. THE CONTRACTOR SHALL CONDUCT THEIR 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.

8. 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.

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

EARTHWORK & GRADING

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 STEEPER THAN 4:1 SHALL BE STABILIZED USING MULCH BLANKETS.

4. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED

AREAS AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS.

5. ALL FILL SHALL BE CLEAN SATISFACTORY MATERIAL AS IDENTIFIED IN THE SPECIFICATIONS.

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. PROTECT AREAS ADJACENT TO MATERIAL STOCKPILES WITH SILT FENCE AS REQUIRED.

ABBREVIATIONS:

AGGREGATE SURFACE CONSTRUCTION

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

902 OF THE 2012 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

2012 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.

RESTORATION

1. SEED WITH A MDOT TYPE THM MIX AT 220 LBS/ACRE.

2. SEED SHOULD BE EVENLY BROADCAST ON THE PREPARED SOIL AND ROLLED OR LIGHTLY

RAKED INTO THE SEED BED. DO NOT OVER BURY.

3. USE CERTIFIED WEED-FREE STRAW MULCH. APPLY AT 1 TON PER ACRE OR APPROXIMATELY

90% COVERAGE.

4. IN SLOPE RESTORATION AREAS, PLACE HIGH VELOCITY MULCH BLANKET OVER STRAW MULCH. OVERLAP AND STAKE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. USE BIODEGRADABLE WOOD

STAKES.

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PRELIMINARY

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CONSTRUCTION

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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AutoCAD SHX Text 7136-13-0890

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751/13243.JBB

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AR

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CH

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GENERAL NOTES

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JR

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MM

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AutoCAD SHX Text 5,600lbs

AutoCAD SHX Text 1,400lbs

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%%UAMBULANCE WEIGHT DISTRIBUTION DIAGRAM

AutoCAD SHX Text 8,000lbs

AutoCAD SHX Text 27,450lbs

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%%UTRAIL GROOMER WEIGHT DISTRIBUTION DIAGRAM (JOHN DEERE 8230T)

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

ADJ ADJUST

APPROX APPROXIMATELY

ASPH ASPHALT

B/BANK BOTTOM OF BANK

CONC CONCRETE

DIA DIAMETER

ELEC ELECTRIC

ELEV ELEVATION

EOA EDGE OF ASPHALT

EOC EDGE OF CONCRETE

EX EXISTING

FF FINISH FLOOR

FT FEET

HDCP HANDICAP

INV INVERT ELEVATION

OH OVERHEAD

PROP PROPOSED

R RADIUS

RES RESET

ROW RIGHT-OF-WAY

SAN SANITARY

SQFT SQUARE FEET

STM STORM

SYD SQUARE YARD

TELE TELEPHONE

TP TRAVERSE POINT

TYP TYPICAL

T/BANK TOP OF BANK

UG UNDER GROUND

WM WATER MAIN

WTR WATER

FLAMMABLE MATERIAL

HAZARDOUS OR

GUY WIRE

SIGN

UTILITY POLE

USED WITH UNDERGROUND GAS &

ELECTRICAL LINES

USED WITH TELEPHONE &

ELECTRICAL *

ROW

SECTION

ROW

HEDGE/TREE

FENCE

CENTERLINE OF DITCH

GRADING LIMIT

SANITARY

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FLOW DIRECTION

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ROW

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PROPOSED

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SF SILT FENCE

CONCRETE

23A TRAIL SURFACE

BRIDGE DECK REMOVAL

HEDGE/TREE

CONCRETE

RIPRAP

MAJOR CONTOUR

MINOR CONTOUR

XXX MAJOR CONTOUR

XXX MINOR CONTOUR

RETAINING WALL REMOVAL

SEED AND MULCH

FIBER OPTIC LINE

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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AutoCAD SHX Text 7136-13-0890

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751/13243.JBB

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LEGEND

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%%UABBREVIATIONS:

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%%UPROPOSED SYMBOL LEGEND

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%%UUTILITY PATTERN

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%%UROW PATTERN

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%%UTOPO PATTERN

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%%UREMOVAL LEGEND

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%%UPROPOSED

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%%UEXISTING

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ROW

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%%UEXISTING

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12" STM

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12" SAN

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*OH = OVERHEAD , UG = UNDERGROUND

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ELEC

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%%UEXISTING

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%%UEXISTING SYMBOL LEGEND

XXX

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XXX

FIBER

Know what's below.

before you dig.Call

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PH. 906.482.0535

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AD

US-41

CARLA'S RESTAURANT

OLD US HWY 41

US-41

SHIPPY ROAD

PHASE 3 RAILROAD TRESTLE

46.83079, -88.48971

SITE LOCATION MAP1

feetGRAPHIC SCALE: FULL feetHALF

15001000500250

TRAIL ACCESS FROM SHIPPY ROAD

TRAIL ACCESS AT OLD US-41

SITE ACCESS ROUTE A

SITE ACCESS ROUTE B

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PRELIMINARY

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CONSTRUCTION

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DATE

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ISSUED FOR

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AutoCAD SHX Text IDENTIFICATION No.

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

AutoCAD SHX Text C003

AutoCAD SHX Text 7136-13-0890

AutoCAD SHX Text

751/13243.JBB

AutoCAD SHX Text 3.31.2020

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AR

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CH

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BARAGA TO ARNHEIM RAIL TO TRAIL PHASE 3

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SITE LOCATION MAP

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JR

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MM

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KEWEENAW BAY

1"=500'