751_20159.JBB_Plans_Part 1.pdf

AREA LOCATION

MAP

CHICAGO

MILWAUKEE

LAKE

MICHIGAN

DETROIT

LAKE

HURON

SAULT

STE

MARIE

MARQUETTE

HOUGHTON

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SUPERIOR

DULUTH

MINNEAPOLIS

GREEN BAY

ESCANABA

TRAVERSE

CITY

GRAND RAPIDS

LANSING

PROJECT

LOCATION

CHAMPION

STURGEON RIVER BRIDGE REHABILITATION

SNOWMOBILE TRAIL #2

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 IN ACCORDING TO THE MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2012 EDITION,

AND SECTION C (3R) OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION LOCAL

AGENCY PROGRAM GUIDELINES FOR GEOMETRICS - DATED 8-28-08, AND THE

MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND

HIGHWAYS, 2011 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. DIMENSIONS SHOWN ARE FINISH SURFACE OF EXISTING CONSTRUCTION, UNLESS

NOTED OTHERWISE.

5. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS (I.E.

EXISTING MATERIALS, FRAMING MEMBER SIZES AND LOCATIONS, METHODS OF

CONSTRUCTION). IF DISCREPANCIES ARE FOUND, NOTIFY ENGINEER BEFORE

PROCEEDING WITH WORK.

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

EXTENSIONS.

7. CONTRACTOR SHALL MAINTAIN THE IMMEDIATE CONSTRUCTION SITE IN A SECURE,

CLEAN AND SAFE MANNER.

8. 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 LOCAL CODES.

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

CONDITION.

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

THE BEST AVAILABLE DATA. PURSUANT TO ACT 53 OF THE P.A. OF 1974, 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 PROJECT NOTES

C101 PLAN OF SITE

C102 PROPOSED PLAN OF SITE

C202 GENERAL DETAILS

DT TITLE SHEET

DICKINSON COUNTY

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

PROJECT LOCATION MAP

OHM PROJECT No.

DATE:

DTMB File No.

Index No.

7136-20-0100

09/30/2022

BID SET

751/20159.JBB

OWNER:

DEPARTMENT OF NATURAL RESOURCES

MARQUETTE CUSTOMER SERVICE CENTER

1990 US-41

MARQUETTE, MI 49855

PROJECT CONTACTS: ROB KATONA

ARCHITECT/ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - ZANE HYRKAS, PE APPLICATION

DATE

PERMITS APPROVAL DATE

BY CONTRACTOR

DTMB SESC

BY OWNER

EGLE/USACE JPA

3/25/2022

PROJECT LOCATION

N 45°46'46.89"

W 87°49'19.77"

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

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STRUCTURAL

S101 PLAN OF STRUCTURE

S201 PROPOSED PLAN OF STRUCTURE

S401 DELAMINATION ELEVATIONS

S501 SCOUR PROTECTION AT SOUTH ABUTMENT

S502 STRUCTURAL CROSS SECTIONS

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

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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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OHM PROJECT NO.

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SHEET

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DESIGNED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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DT

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751/20159.JBB

AutoCAD SHX Text 09/30/2022

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STURGEON RIVER BRIDGE REHAB

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COVER

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SF SF SF

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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.

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SHEET

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DESIGNED

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DRAWN

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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AutoCAD SHX Text 7136-20-0100

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751/20159.JBB

AutoCAD SHX Text 09/30/2022

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AR

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CH

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STURGEON RIVER BRIDGE REHAB

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NOTES

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AutoCAD SHX Text ADJ ADJUST ADJUST APPROX APPROXIMATELY APPROXIMATELY ASPH ASPHALT ASPHALT B/BANK BOTTOM OF BANK BOTTOM OF BANK CONC CONCRETE CONCRETE CT CURB TRANSITION CURB TRANSITION C&G CURB AND GUTTER CURB AND GUTTER CVT CITY, VILLAGE, OR TOWNSHIP CITY, VILLAGE, OR TOWNSHIP DIA DIAMETER DIAMETER DW DOMESTIC WATER DOMESTIC WATER EA EDGE OF ASPHALT EDGE OF ASPHALT ELEC ELECTRIC ELECTRIC ELEV ELEVATION ELEVATION EX EXISTING EXISTING F/C FACE OF CURB FACE OF CURB FF FINISH FLOOR FINISH FLOOR FG FINISHED GRADE FINISHED GRADE FT FEET FEET HDCP HANDICAP HANDICAP INV INVERT ELEVATION INVERT ELEVATION OB OBSERVATION WELL OBSERVATION WELL OBS OBSERVED OBSERVED OH OVERHEAD OVERHEAD OT OVER TOPPING OVER TOPPING PROP PROPOSEDPROPOSED

AutoCAD SHX Text R RADIUS RADIUS RES RESET RESET RIM TOP OF UTILITY/DRAINAGE STRUCTURE TOP OF UTILITY/DRAINAGE STRUCTURE ROW RIGHT-OF-WAY RIGHT-OF-WAY SAN SANITARY SANITARY SP SPRING WATER SPRING WATER SQFT SQUARE FEET SQUARE FEET STM STORM STORM SYD SQUARE YARD SQUARE YARD TC TOP OF CURB TOP OF CURB TELE TELEPHONE TELEPHONE TP TRAVERSE POINT TRAVERSE POINT TS&M TOPSOIL, SEED & MULCH TOPSOIL, SEED & MULCH TYP TYPICAL TYPICAL T/BANK TOP OF BANK TOP OF BANK UG UNDER GROUND UNDER GROUND WEL WELL LINES WELL LINES W# WELL LINE WELL LINE WM WATER MAIN WATER MAIN WTR WATER WATER YBT YELLOW BENCH TIE YELLOW BENCH TIE D RIPRAP SIZE WHERE 50% OF STONES 50RIPRAP SIZE WHERE 50% OF STONES ARE LARGER D MAX STONE SIZE / AVG DEPTH OF MAXMAX STONE SIZE / AVG DEPTH OF RIPRAP

AutoCAD SHX Text REMOVAL 1. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 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 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 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 MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED OF AT AN OFF SITE LOCATION, OTHER THAN EARTHWORK SPOILS AT THE BILL NICHOLLS SITE WHICH ARE PERMITTED TO BE STOCKPILED AT THE LOCATION SPECIFIED ON THE PLANS.

AutoCAD SHX Text MAINTENANCE OF TRAFFIC 1. CONTRACTOR TO PROVIDE NECESSARY SIGNAGE, BARRICADES, AND OTHER DEVICES FOR 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. CONTRACTOR SHALL COORDINATE STAGING AND ACCESSIBILITY WITH OWNER. 3. ALL TEMPORARY SIGNS AND BARRICADES SHALL CONFORM TO THE MICHIGAN MANUAL OF ALL TEMPORARY SIGNS AND BARRICADES SHALL CONFORM TO THE MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD), 2011 EDITION, AS REVISED. 4. INSTALL SIGNAGE AS SHOWN ON SHEET C-110. LOCATIONS OF SIGNS SHOWN ARE INSTALL SIGNAGE AS SHOWN ON SHEET C-110. LOCATIONS OF SIGNS SHOWN ARE APPROXIMATE AND MAY REQUIRE ADJUSTMENT TO MEET FIELD CONDITIONS, AS DIRECTED BY THE ENGINEER. 5. TYPE III BARRICADES USED ON THIS PROJECT SHALL BE 8' LONG AND BE HIGH INTENSITY TYPE III BARRICADES USED ON THIS PROJECT SHALL BE 8' LONG AND BE HIGH INTENSITY DOUBLE SIDED. 6. TEMPORARY SIGNS AND BARRICADES WITHIN THE CONSTRUCTION INFLUENCE AREA SHALL BE TEMPORARY SIGNS AND BARRICADES WITHIN THE CONSTRUCTION INFLUENCE AREA SHALL BE PROVIDED BY THE CONTRACTOR.

AutoCAD SHX Text DTMB: SOIL EROSION AND SEDIMENTATION CONTROL 1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC UNIT PRIOR TO 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 2020 SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2020 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 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 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 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 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 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 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 THE CONTRACTOR SHALL INSTALL SILT FENCES AS TEMPORARY EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED, AS SHOWN ON THE PLANS. 10. SPOILS ARE NOT PERMITTED TO BE STOCKPILED ANYWHERE ONSITE OTHER THAN THE LOCATIONS SPOILS ARE NOT PERMITTED TO BE STOCKPILED ANYWHERE ONSITE OTHER THAN THE LOCATIONS SHOWN ON THE PLANS. 11. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL BE SEEDED AND MULCHED BLANKETED. BLANKETED. 12. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED. 13. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED ACCORDING 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.

AutoCAD SHX Text DTMB: GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS AND MICHIGAN IN CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS AND MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET (DTMB) DC SPEC, THE DTMB PROVISIONS CONTROL.

AutoCAD SHX Text 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. PLAN NO. PLAN NO. TEMPORARY TRAFFIC CONTROL DEVICES WZD-125-E* WZD-125-E* GROUND DRIVEN SIGN SUPPORTS FOR TEMPORARY SIGNS WZD-100-A WZD-100-A TABLES FOR "L", "D" AND "B" VALUES M0020a M0020a TYPICAL ADVANCE SIGNING TREATMENT FOR SHORT TERM M0040a M0040a STATIONARY WORK ZONE WHERE TRAFFIC CONTROL REMAINS AT END OF WORK DAY *DENOTES SPECIAL DETAIL

AutoCAD SHX Text GENERAL NOTES 1. IT IS THE CONTRACTORS RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS 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 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 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 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 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 THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH 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, 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 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 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 ANY QUANTITIES AND DIMENSIONS SHOWN ON THE PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

AutoCAD SHX Text EARTHWORK & GRADING 1. THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF THE PROJECT. 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 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. 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 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. 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 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. PROTECT AREAS ADJACENT TO MATERIAL STOCKPILES WITH SILT FENCE AS REQUIRED.

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DECIDUOUS TREE

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CONIFEROUS TREE

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ABBREVIATIONS:

AutoCAD SHX Text AGGREGATE SURFACE CONSTRUCTION 1. NEW AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL MEET THE REQUIREMENTS OF 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 AGGREGATE MATERIAL FOR ROAD AND TRAIL SURFACE SHALL BE CONSTRUCTED PER SECTION 306 OF THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 3. THE ROCKLAND SITE EXISTING TRAIL AGGREGATE IS A STONE TYPE THAT SHALL BE SALVAGED THE ROCKLAND SITE EXISTING TRAIL AGGREGATE IS A STONE TYPE THAT SHALL BE SALVAGED AND REINSTALLED. 4" OF 23A GRAVEL SHALL BE PLACED ON TOP OF THE SALVAGED GRAVEL.

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SIGN

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TRAVERSE POINT

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%%UTOPO LEGEND

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HEDGE/TREE

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CENTERLINE OF DITCH/STREAM

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GRADING LIMIT

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(SLOPE STAKE)

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FLOW DIRECTION

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CENTERLINE OF DITCH

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RIPRAP

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SLOPE RESTORATION

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SB#XXX

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BENCHMARK

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SOIL BORING

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CRANE MAT

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HAND CHIP AND PATCHING

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FLOWABLE FILL

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EARTH EXCAVATION

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%%UREMOVAL HATCH LEGEND

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SILT FENCE

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CLEARING LIMITS

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SAND BAGS

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EDGE OF WATER

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SEDIMENT BASIN

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TP#

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE STANDARD PLAN R-96-SERIES FOR DETAILS)

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KEY NO

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NAME

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PERMANENT/TEMPORARY SEEDING

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RIPRAP

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FILTER BAG

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SILT FENCE

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CONSTRUCTION DAM - SAND BAGS

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AutoCAD SHX Text RESTORATION 1. PROVIDE SCREENED, WEED-FREE TOPSOIL FOR RESTORATION. PROVIDE SCREENED, WEED-FREE TOPSOIL FOR RESTORATION. SEED WITH A MDOT TYPE THV MIX AT 220 LBS/ACRE. 2. SEED SHOULD BE EVENLY BROADCAST ON THE PREPARED SOIL AND ROLLED OR LIGHTLY 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 IN AREAS WITHIN THE FLOODPLAIN. USE CERTIFIED USE CERTIFIED WEED-FREE STRAW MULCH IN AREAS WITHIN THE FLOODPLAIN. USE CERTIFIED WEED-FREE STRAW MULCH BLANKET IN AREAS OUTSIDE THE FLOODPLAIN. APPLY AT 1 TON PER ACRE OR APPROXIMATELY 90% COVERAGE. 4. IN SLOPE RESTORATION AREAS WITH SLOPES OVER 3H:1V, PLACE HIGH VELOCITY MULCH IN SLOPE RESTORATION AREAS WITH SLOPES OVER 3H:1V, 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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MULCH BLANKET AND HIGH VELOCITY MULCH BLANKET

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RAILING

AutoCAD SHX Text GENERAL STRUCTURAL NOTES 1. LOADS LOADS 1.1. GUARDRAIL LIVE LOAD: PER AASHTO 17TH ED - 50 PLF TRANSVERSE AND LATERAL GUARDRAIL LIVE LOAD: PER AASHTO 17TH ED - 50 PLF TRANSVERSE AND LATERAL SIMULTANEOUSLY AT RAILS AND 50 PLF * S TRANSVERSE POINT LOAD ON POST AT ELEVATION OF TOP RAIL CL. A NON-CURRENT TRAFFIC IMPACT LOAD OF 5000 LBS TRANSVERSELY OUTWARD, 2500 LBS LONGITUDINALLY AND 1250 LBS TRANSVERSELY INWARD DISTRIBUTED IN ACCORDANCE WITH SECTION 2.7.1.3 OF THE 17TH EDITION OF AASHTO BRIDGE DESIGN SPECIFICATION IS APPLIED TO THE LOWER RAIL ELEMENTS AND RAILING POSTS 2. WELDING SHALL CONFORM TO THE APPROPRIATE PROVISIONS OF THE ANSI/AWS D1.1 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 MINIMUM E70. XX LOW-HYDROGEN ELECTRODES COMPATIBLE WITH BASE METALS. ALL WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS. 3. CONTRACTOR SHALL FIELD MEASURE EXISTING BRIDGE STRUCTURE PRIOR TO FABRICATION AND CONTRACTOR SHALL FIELD MEASURE EXISTING BRIDGE STRUCTURE PRIOR TO FABRICATION AND SUBMITTAL OF THE SHOP DRAWINGS FOR THE BRIDGE RAILING SYSTEM. ADJUSTMENTS TO THE FINAL LAYOUT ARE CONSIDERED INCIDENTAL AND SHALL BE INCLUDED IN THE CONTRACT PRICE. 4. THE DESIGN OF THE STRUCTURAL MEMBERS IS BASED ON MATERIAL OF THE FOLLOWING GRADES THE DESIGN OF THE STRUCTURAL MEMBERS IS BASED ON MATERIAL OF THE FOLLOWING GRADES AND STRESSES, UNO: STRUCTURAL STEEL: WIDE FLANGE, ANGLES AND PLATES ASTM A588, GRADE 50 Fy=50,000 PSI Fy=50,000 PSI HOLLOW STRUCTURAL SECTIONS (HSS) ASTM A847 Fy=50,000 PSI Fy=50,000 PSI STRUCTURAL TIMBER: PRESSURE TREATED SOUTHERN YELLOW PINE, #2 OR BETTER 5. FASTENERS INTO WOOD SHALL BE HOT DIPPED GALVANIZED, UNO. FASTENERS TO CORROSION FASTENERS INTO WOOD SHALL BE HOT DIPPED GALVANIZED, UNO. FASTENERS TO CORROSION RESISTANT WEATHERING STEEL SHALL BE 304 STAINLESS STEEL, UNO. DO NOT CONNECT GALVANIZED AND PLAIN STEEL TOGETHER.

AutoCAD SHX Text UTILITY NOTES 1. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF 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 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 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 ELECTRIC 426 N 9TH STREET, GLADSTONE, MI 49837 SHANNON PRIEBE 906-428-4141 SPRIEBE@ALGERDELTA.COM AT&T TELECOM TELECOM 211 E B ST, IRON MOUNTAIN, MI 49801 MARSHA BERTOLDI 906-396-9488 MB8983@ATT.com

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AGGREGATE SURFACE

RAILING

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

40.0'

40.0'

SILT FENCE, 82 LF

SILT FENCE, 57 LF

LIMITS OF CLEARING,

TYP

EXCAVATION, EARTH 25 CYD

CLEARING LIMITS, TYP

EXCAVATION,

EARTH 25 CYD

(2) TYPE III BARRICADES

(2) TYPE III BARRICADES

NOTES:

1. CLEARING BETWEEN ABUTMENTS

SHALL BE PERFORMED BY HAND.

CLEARING LIMITS, TYP

TURBIDITY CURTAIN DEEP, 125 FT

ALTERNATE 1: TURBIDITY CURTAIN SHALLOW, 73 FT

ALTERNATE 1:

PERFORM CLEARING

AS NEEDED TO GET

EQUIPMENT DOWN

SLOPE TO PIER.

HIGH WATER CHANNEL

DREDGE/EXCAVATE FOR

INSTALLATION OF SCOUR

PROTECTION

ALTERNATE 1: DREDGE/EXCAVATE FOR

INSTALLATION OF SCOUR

PROTECTION.

00401300120

TODD JOHNSON

00401300150

GREGORY MAULE

00401300130

JOHN E & BARBARA J GELINE

00401300150

GREGORY MAULE

FOR INFORMATIONAL PURPOSES ONLY

R

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ELEVATION PLAN OF SITE1

SCOUR HOLE 2FT DEEP,

6FT WIDE, 15FT LONG

DREDGE/EXCAVATE

FOR TOE OF SCOUR

PROTECTION

ALTERNATE 1:

DREDGE/EXCAVATE

FOR INSTALLATION OF

SCOUR PROTECTION.

TURBIDITY CURTAIN

PLAN OF SITE2

ALTERNATE 3: CLEARING FROM NORTH ABUTMENT TO PIER.

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T/BANK

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DITCH

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T/BANK

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PIER

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ABUTMENT

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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STURGEON RIVER

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STURGEON RIVER

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EX PILES

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WING WALL

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WING WALL

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B/BANK

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WING WALL

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WING WALL

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ABUTMENT

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EXISTING RIPRAP

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EXISTING METAL POST

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EX PILES

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EXISTING METAL POST

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OHWM 845.00

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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

AutoCAD SHX Text C-101

AutoCAD SHX Text 7136-20-0100

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751/20159.JBB

AutoCAD SHX Text 09/30/2022

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AR

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MH

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STURGEON RIVER BRIDGE REHAB

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PLAN OF SITE

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MM

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EXISTING GRADE

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EXISTING GRADE

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SURFACE OF WATER 05/27/21 844.85'

1" = 10'

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HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

00401300120

TODD JOHNSON

00401300150

GREGORY MAULE

00401300130

JOHN E & BARBARA J GELINE

(2) TYPE III BARRICADES

30.0' 30.0'

30 FT WOOD FENCING,

6 FT POST SPACING,

SEE DETAIL 2 ON C-202

30 FT WOOD FENCING,

6 FT POST SPACING,

SEE DETAIL 2 ON C-202

ALTERNATE 1:

RIPRAP PLAIN, 107 SYD,

SEE DETAIL 1 ON S-201.

(2) TYPE III BARRICADES

SLOPE RESTORATION, 87 SYD

SLOPE RESTORATION, 68 SYD

ALTERNATE 1:

SLOPE RESTORATION, 66 SYD

AGGREGATE SURFACE CSE,

6 INCH, 42 SYD

CRANE MATS, 67 SYD

AGGREGATE SURFACE CSE,

6 INCH, 43 SYD

SCOUR REPAIR - SEE SHEET S-201

ALTERNATE 1:

BUILD UP CRANE MATS AS NEEDED

TO CROSS HIGH WATER CHANNEL.

INSTALL REFLECTIVE MARKER,

PERMANENT BARRIER

INSTALL REFLECTIVE MARKER,

PERMANENT BARRIER

RIPRAP, HEAVY 176 SYD, SCOUR

PROTECTION, SEE DETAIL ON S-201

FOR INFORMATIONAL PURPOSES ONLY

00401300150

GREGORY MAULE

PROPOSED ELEVATION PLAN OF SITE1

SCOUR REPAIRS,

SEE DETAIL 2/S-501

SCOUR PROTECTION

FOOTING DIMENSIONS ARE

ASSUMED AND SHOWN FOR

INFORMATIONAL PURPOSES ONLY

14.4'

9.7'

12.7'

12.7'

ALTERNATE 1:

SCOUR PROTECTION

AT CENTER OF PIER.

RIPRAP, PLAIN

FILTER AGGREGATE

INSTALL TOE ALONG RIVER SIDE

RIPRAP, HEAVY

INSTALL FLOWABLE FILL IN SCOUR HOLE. INSTALL FORMS

TO ALLOW FOR INSTALLATION AND CONTAINMENT OF

FLOWABLE FILL. REMOVE FORMS AFTER FLOWABLE FILL

HAS HARDENED (MINIMUM 7 DAYS)

PROPOSED PLAN OF SITE2

NOTE:

RIPRAP AT CENTER PIER SHALL NOT BE INSTALLED UNTIL AFTER

THE SCOUR REPAIRS HAVE BEEN PERFORMED. LOADS CROSSING

THE BRIDGE SHALL NOT EXCEED A MICHIGAN NO. 2 TRUCK.

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ROW

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ROW

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EX PILES

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EXISTING METAL POST

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OHWM 845.00

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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.

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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

AutoCAD SHX Text C-102

AutoCAD SHX Text 7136-20-0100

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751/20159.JBB

AutoCAD SHX Text 09/30/2022

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AR

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MH

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STURGEON RIVER BRIDGE REHAB

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PROPOSED PLAN OF SITE

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MM

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EXISTING GRADE

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EXISTING GRADE

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SURFACE OF WATER 05/27/21 844.85'

1" = 10'

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

SILT FENCE DETAIL1STANDARD WOODEN APPROACH RAILING/FENCE2

TYPICAL TRAIL SECTION3

AutoCAD SHX Text NOTES: : 1) ALL WOOD SHALL BE TREATED NO. 2 DOUGLASS FIR. PROVIDE 12'-0" RAIL LENGTHS AND STAGGER RAIL SPLICES 2) USE 3" COATED DECK SCREWS (TORQ HEAD) AT POSTS. COATED DECK SCREWS (TORQ HEAD) AT POSTS. . 3) RAIL BOARD SPLICES SHALL BE CENTERED ON POST.

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%%USECTION VIEW

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%%UFRONT VIEW

AutoCAD SHX Text 2x6 RAIL

AutoCAD SHX Text 2x8 TOP RAIL

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18" SOLID WALL HDPE PIPE FILLED WITH PEA GRAVEL (6A)

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COMPACTED SUBGRADE

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TRAIL

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SAND OR CHAMFER EDGES OF HAND RAIL

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(3) #12X3" COATED DECK SCREWS (TORQ HEAD) AT POSTS

AutoCAD SHX Text OBJECT MARKER SIGN 6"x24" (OM-3L OR OM-3R)

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#8X3" COATED DECK SCREWS (TORQ HEAD) @24" O.C.

AutoCAD SHX Text SPLICE AT OF POST (TYP). ALTERNATE RAIL SPLICES AT EACH POST. SEE RAILING FASTENER DETAIL.

AutoCAD SHX Text EDGE OF OBJECT MARKER SHALL ALIGN WITH INNER EDGE OF RAILING. INSTALLED AT START OF RAILING AND BRIDGE.

AutoCAD SHX Text 2x6 TOP RAIL SUPPORT

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PREDRILL ALL SCREW HOLES 1/16" LESS THAN DIAMETER OF SCREW

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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.

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SHEET

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DESIGNED

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DRAWN

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APPROVED

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DEPARTMENT OF TECHNOLOGY MANAGEMENT AND BUDGET

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751/20159.JBB

AutoCAD SHX Text 09/30/2022

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AR

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MH

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STURGEON RIVER BRIDGE REHAB

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GENERAL DETAILS

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MM

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SHEET

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FLOW

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FENCE POST

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GEOTEXTILE

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FILTER FABRIC

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COMPACTED

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EARTH

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SHEET

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FLOW

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SILT FENCE JOINT

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SECTION B-B

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SUPPORT FENCE

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UNDISTURBED

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VEGETATION

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FENCE POST DRIVEN

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1'INTO GROUND

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1'MIN

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SUPPORT

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FENCE

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SPACING 6' MAX.

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6"ANCHOR TRENCH

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GEOTEXTITLE FILTER

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FABRIC

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GEOTEXTILE FILTER

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FABRIC FASTENED TO

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UPHILL SIDE TOWARDS

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EARTH DISRUPTION

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RIDGE OF COMPACTED

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EARTH ON FILTER FABRIC

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FLOW

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1'MIN

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UNDISRUPTED

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VEGETATION

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SILT

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SECTION A-A

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FRONT VIEW

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PLAN VIEW

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SECTION B-B

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FABRIC

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TO BE

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WRAPPED

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AROUND

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FENCE

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POST

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COUPLER

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NTS

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NTS

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NTS

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WOOD FENCE (TYP) SEE DETAIL 1

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SLOPE RESTORATION

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APPROXIMATE EXISTING SIDE SLOPE

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EXISTING TRAIL SURFACE

AGGREGATE SURFACE CASE, 6" 23A MATERIAL COMPACTED TO 95% MAX DENSITY

Know what's below.

before you dig.Call

R feetGRAPHIC SCALE: FULL feetHALF

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OHM-ADVISORS.COM

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424 HANCOCK STREET

HANCOCK, MICHIGAN 49930

PH. 906.482.0535

F 906.482.6453

EXISTING PLAN OF STRUCTURE2

EXISTING ELEVATION1

151.0'

RAILING, REM

151.0'

75.7' 75.3'

REF. PT. A

STA 10+62

EXPANSION JOINT

REF. PT. B

STA 11+37

REF. PT. C

STA 12+13

REMOVE RAILING 302 LF

S-501

S-501

REMOVE AND SALVAGE EXISTING

WEARING SURFACE AS NEEDED FOR

DECK BOARD REMOVAL, 202 SYD

TRIM DECK BOARDS AT RAILING POSTS TO

EXISTING DECK WIDTH 26 EA

REMOVE DECK BOARDS

5' O.C. 31 EA

SCOUR HOLE 2FT DEEP,

6FT WIDE, 15FT LONG

DREDGE/EXCAVATE

FOR TOE OF SCOUR

PROTECTION

TURBIDITY CURTAIN

FOR INFORMATIONAL PURPOSES ONLY

00401300120

TODD JOHNSON

00401300150

GREGORY MAULE

00401300130

JOHN E & BARBARA J GELINE

00401300150

GREGORY MAULE

AutoCAD SHX Text

T/BANK

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DITCH

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T/BANK

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PIER

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ABUTMENT

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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STURGEON RIVER

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STURGEON RIVER

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EX PILES

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WING WALL

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WING WALL

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WING WALL

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WING WALL

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ABUTMENT

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EXISTING RIPRAP

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EXISTING METAL POST

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EXISTING RIPRAP

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ROW

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ROW

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ROW

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ROW

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EDGE OF WATER 5/27/2021

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EX PILES

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EXISTING METAL POST

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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

AutoCAD SHX Text S-101

AutoCAD SHX Text 7136-20-0100

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751/20159.JBB

AutoCAD SHX Text 09/30/2022

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AR

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MH

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STURGEON RIVER BRIDGE REHAB

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PLAN OF STRUCTURE

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MM

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ZH

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AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 1" = 10'

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EXISTING GRADE

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EXISTING GRADE

SURFACE OF WATER 05/27/21 844.85'