751_22023.JBB Bidding Plans_Part1.pdf

PDF 4 MB Posted Sep 21, 2022

Attached to: 751/22023. TAP; Donken Tapiola North End Bridge Replacement
Solicitation number: RFQ - 171 - 220000000507
Issued by: Houghton County, Holly Village, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of bidding plans related to a state and local contract opportunity for the Donken Tapiola North End Bridge Replacement project in Houghton County and Holly Village, Michigan. The project involves the removal of an existing 12-foot span timber bridge and 25-foot wide timber abutments and wingwalls, as well as the installation of a new 15-foot 6-inch by 7-foot 3-inch aluminum arch culvert, headwalls, wingwalls, and associated sitework. Key quantities include 275 cubic yards of machine grading, 275 square yards of 6-inch aggregate surface course, and 50 cubic yards of riprap. The bid documents indicate a bid due date but do not provide a specific award date or contract term.

The pricing terms outline the contractor's responsibility for securing all necessary permits and posting bonds prior to construction, as well as maintaining traffic and erosion control measures throughout the project. No set-asides or incumbents are mentioned. The project is funded by the Michigan Department of Natural Resources, but the specific funding amount and source are not provided in the documents.

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Other files

File	Type	Posted
751_22023.JBB_Advertisement.pdf	PDF	Sep 21, 2022
751_22023.JBB Bidding Plans_Part2.pdf	PDF	Sep 21, 2022
751_222-3.TAP_DonkenTapiolaRoadNorthBridgeReplacement_Addendum1_Issued 8_31_2022.pdf	PDF	Sep 21, 2022
751_22023.TAP_DonkenTapiolaRoadNorthBridgeReplacement_Addendum2_Issued 9_21_2022Part-2.pdf	PDF	Sep 21, 2022
751_22023.TAP_DonkenTapiolaRoadNorthBridgeReplacement_Addendum2_Issued 9_21_2022Part-1.pdf	PDF	Sep 21, 2022
751_22023.JBB_Specifications.pdf	PDF	Sep 21, 2022

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OHM-ADVISORS.COM

ARCHITECTS ENGINEERS PLANNERS

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424 Hancock St Hancock, MI 49930

P (906) 482-0535 | F (906) 482-6453

DONKEN TAPIOLA ROAD NORTH END BRIDGE

MICHIGAN DEPARTMENT OF NATURAL RESOURCES

PROJECT LOCATION MAP

(zoomed in)

HOUGHTON COUNTY

PROJECT LOCATION

REGION LOCATION MAP

PROJECT LOCATION

GENERAL NOTES:

1. GENERAL NOTES APPLY TO ALL DRAWINGS.

2. EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS, OR IN THE CONTRACT

DOCUMENTS AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND

WORKMANSHIP SHALL BE ACCORDING TO THE MICHIGAN DEPARTMENT OF

TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION.

3. DO NOT SCALE DRAWINGS. ANY DIMENSIONAL INFORMATION REQUIRED WHICH IS

NOT INDICATED ON DRAWING DIMENSION STRINGS SHALL BE OBTAINED FROM THE

ENGINEER.

4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS. IF

DISCREPANCIES ARE FOUND, NOTIFY ENGINEER BEFORE PROCEEDING WITH WORK.

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

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

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

CLEAN AND SAFE MANNER.

7. PROTECTION: CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR TAKING ALL

STEPS NECESSARY TO PROTECT THE PUBLIC FROM INJURY AND ADJACENT PROPERTY

FROM DAMAGE DURING CONSTRUCTION AS REQUIRED BY LOCAL CODES.

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

CONDITION.

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

THE BEST AVAILABLE DATA. PURSUANT TO ACT 174 OF THE P.A. OF 2013, AS A

CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO

UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE WITH THIS CONTRACT.

PHONE (800) 482-7171.

CIVIL

DRAWING INDEX:

1 - TITLE SHEET

2 - NOTES

3 - TRAFFIC PLAN

4 - EXISTING PLAN

5 - PROPOSED PLAN

6 - PROPOSED PROFILE

7 - SOIL BORINGS

8 - SOIL BORINGS

I Certify That These Plans Were Prepared Under My Direct Supervision

OHM PROJECT No.

DATE:

DTMB File No.

7136-22-0020 08/10/22

BIDDING PLANS

751/22023.JBB

OWNER:

DEPARTMENT OF NATURAL RESOURCES

BARAGA FOREST MANAGEMENT UNIT

427 US-41 NORTH

BARAGA, MI 49908

PROJECT CONTACTS:

906.353.6651 BRAD CARLSON

517.242.0973 TOM PAWLOWSKI

517.331.5369 DANIELLE FOERTSCH

ENGINEER:

OHM ADVISORS

424 HANCOCK STREET

HANCOCK, MI 49930

906.482.0535

PROJECT CONTACT - JARED HYRKAS, PE

BY CONTRACTOR

8/10/2022

7/20/2022

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APPLICATION DATE

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PERMITS

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APPROVAL DATE

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EGLE JPA

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MDOT ROW

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QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

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TOTAL

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UNIT

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DESCRIPTION

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LSUM

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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.

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, TOWNSHIP CITY, VILLAGE, 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 UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE 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 D50 RIPRAP SIZE WHERE 50% OF STONES 50 RIPRAP SIZE WHERE 50% OF STONES RIPRAP SIZE WHERE 50% OF STONES ARE LARGER DMAX MAX STONE SIZE/AVG DEPTH OF MAX MAX STONE SIZE/AVG DEPTH OF MAX STONE SIZE/AVG DEPTH OF RIPRAP

AutoCAD SHX Text REMOVAL 1. ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN 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. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 3. CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID CLEARING OF ALL VEGETATION WHERE PROPOSED CONSTRUCTION WARRANTS SHALL BE PAID FOR BY CLEARING THE BRUSH AND TREES LESS THAN 30" IN DIAMETER. CONTRACTOR SHALL REVIEW CLEARING LIMITS WITH THE ENGINEER PRIOR TO THE CLEARING OPERATION. 4. 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. 5. ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED 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. 6. MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE PROPERLY DISPOSED OF AT AN OFF SITE LOCATION.

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. TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC SHALL BE MAINTAINED IN ACCORDANCE WITH THE 2011 MICHIGAN MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND MDOT MAINTAINING TRAFFIC TYPICAL PLANS.

AutoCAD SHX Text EARTHWORK, GRADING & RESTORATION 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 LESS THAN 2:1 SHALL BE STABILIZED USING TOPSOIL & MULCH ALL PERMANENT SLOPES LESS THAN 2:1 SHALL BE STABILIZED USING TOPSOIL & MULCH BLANKETS. 4. ALL PERMANENT SLOPES STEEPER THAN 2:1 SHALL BE STABILIZED USING HIGH VELOCITY ALL PERMANENT SLOPES STEEPER THAN 2:1 SHALL BE STABILIZED USING HIGH VELOCITY MULCH BLANKET. 5. CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL CONTRACTOR SHALL PLACE SALVAGED AND ADDITIONAL TOPSOIL, SEED AND MULCH ON ALL DISTURBED AREAS NOT UNDER PAVEMENT OR OTHERWISE LABELED, AS DIRECTED BY THE ENGINEER TO PROVIDE A MINIMUM 3" THICKNESS. SEED MIX DESIGN FOR ALL SHALL BE PER TABLE 816-1 & 917-1 OF THE MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. 6. ALL FILL SHALL BE CLEAN INERT MATERIAL. ALL FILL SHALL BE CLEAN INERT MATERIAL. 7. ALL EXCAVATIONS UNDER OR WITHIN 3 FEET OF PUBLIC PAVEMENT, EXISTING OR PROPOSED, 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 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 AND PROPERLY DISPOSED OF OFF SITE. 9. CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR CONTRACTOR SHALL SUBMIT LOCATIONS OF MATERIAL STOCKPILES TO THE ENGINEER FOR APPROVAL. PROTECT ADJACENT AREAS WITH SILT FENCE AS REQUIRED.

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ABBREVIATIONS::

AutoCAD SHX Text GENERAL NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS IT IS THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL PERMITS AND POST ALL BONDS PRIOR TO CONSTRUCTION, OR ENSURE THAT ALL REQUIRED PERMITS AND BONDS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CORNERS WHEN WORKING WITHIN THE ROW OF MDOT. 3. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE OF 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 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 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 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 IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, AASHTO'S 2011 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND CVT HAVING JURISDICTION. 8. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH 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 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 ANY QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL CONTACT ELM RIVER TOWNSHIP ON SCHEDULE WHEN WATER FILLING CONTRACTOR SHALL CONTACT ELM RIVER TOWNSHIP ON SCHEDULE WHEN WATER FILLING STATION IS OUT OF SERVICE AND WHEN IT IS BACK IN SERVICE.

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%%UTOPO LEGEND

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HEDGE/TREE

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CLEARING LIMIT

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%%UUTILITY LEGEND

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ELECTRICAL *

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GAS\OIL

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WATER

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SANITARY

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12" SAN

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12" WM

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6" (COMPANY) GAS

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ELEC

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CONCRETE

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AGGREGATE SURFACE

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SILT FENCE

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PROP. STORM

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PROP. GAS

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PROP. ELECTRICAL

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UTILITY REMOVAL

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BENCHMARK

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PK NAIL

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AGGREGATE REMOVAL

AutoCAD SHX Text DTMB: SOIL EROSION AND SEDIMENTATION CONTROL 1. ALL WORK SHALL COMPLY WITH THE APPLICABLE SOIL EROSION AND SEDIMENTATION CONTROL 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 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 THE CONTRACTOR SHALL REVIEW THE DESIGN CONSULTANT'S SESC PLAN IN ORDER TO PREPARE AND ISSUE FOR APPROVAL AN "SESC IMPLEMENTATION PLAN", WHICH INDICATED THE CONTRACTOR'S INTENDED IMPLEMENTATION OF THE SESC PLAN FOR THE PROJECT, INCLUDING A SCHEDULE. THE PLAN SHALL INCLUDE A WATER DIVERSION/BYPASS PUMPING PLAN AND DEWATERING PLAN WITH THE NECESSARY DETAILS, AND A STAGING PLAN TO SHOW TEMPORARY STOCKPILES AND SPOILS PILES WILL BE LOCATED IN APPROVED AREAS. 4. THE DTMB SESC PROGRAM, UPON APPROVAL OF THE IMPLEMENTATION PLAN, WILL ISSUE THE 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 AUTHORIZATION TO PROCEED WITH EARTH CHANGE”, WHICH IS TO BE POSTED , 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 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 SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, DATED JULY 2019, AND AS , 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 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 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. THE CONTRACTOR WILL PERFORM DUST CONTROL AS NEEDED BASED ON SITE CONDITIONS. 9. DISTURBED AREAS THAT WILL REMAIN IDLE DURING CONSTRUCTION MUST BE TEMPORARILY 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 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 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 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 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 AFTER THE COMPLETION OF THE PROJECT, PERMANENT SESC MEASURES WILL BE MAINTAINED BY THE PROPERTY OWNER.

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.

MICHIGAN BROADBAND SERVICES PHONE/FIBER PHONE/FIBER ATTENTION: BART HULL 397 US 41 NORTH CARNEY, MI 49812 PHONE: (906) 639-1000 EMAIL: BART.HULL@MICHBBS.COM

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BRIDGE

CLOSED

BRIDGE CLOSED

5 MILES AHEAD

LOCAL TRAFFIC ONLY

ROAD

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AHEAD

DONKEN-TAPIOLA

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DONKEN TAPIOLA RD

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BILL NICHOLLS TRAIL

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OLD DUMP RD

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ELM RIVER TOWER RD

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ELM

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PROJECT LOCATION

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SPOILS LOCATION 46°55'44"N 88°48'22"W

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SIGN LEGEND

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SIGN

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SIGN DESIGNATION

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SIZE

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NUMBER REQUIRED (FOR INFORMATION ONLY)

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AREA (SQ. FT)

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AutoCAD SHX Text R11-2

AutoCAD SHX Text 48"x30"

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TYPE III* BARRICADE

AutoCAD SHX Text 8'

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AutoCAD SHX Text R11-3a

AutoCAD SHX Text 60"x30"

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AutoCAD SHX Text 12.5

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PROJECT LOCATION

AutoCAD SHX Text ONLY SOILS AND AGGREGATE ARE TO BE DISPOSED OF AT THIS SITE. ALL TIMBERS AND OTHER MATERIALS TO BE REMOVED AND DISPOSED OF BY THE CONTRACTOR IN AN APPROVED/LEGAL LOCATION.

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AutoCAD SHX Text 24"x12"

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AutoCAD SHX Text 48"x48"

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NOTE: CONTRACTOR SHALL SUBMIT A MATERIALS AND EQUIPMENT STAGING PLAN FOR REVIEW PRIOR TO MOBILIZING.

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GRAV

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ASPH

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B/BANK

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T/BANK

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ASPH

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GRAV

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B/BANK

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T/BANK

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B/BANK

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T/BANK

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B/BANK

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T/BANK

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B/BANK

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T/BANK

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CL STREAM

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STATE OF MICHIGAN DNR

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EXISTING RIPRAP

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EXISTING RIPRAP

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UG TELE

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UG FIBER

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STATE OF MICHIGAN DNR

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CL STREAM

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CL STREAM

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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LANE LINE

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MDOT CLEAR ZONE (NO CONSTRUCTION STAGING)

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EOA

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CL ROAD

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EOA

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MDOT ROW

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UNDERGROUND UTILITY

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CAUTION - CRITICAL

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QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

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TOTAL

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UNIT

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DESCRIPTION

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LSUM

AutoCAD SHX Text Structures, Rem

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AutoCAD SHX Text Cyd

AutoCAD SHX Text Excavation, Earth

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AutoCAD SHX Text Ft

AutoCAD SHX Text Erosion Control, Silt Fence

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LSUM

AutoCAD SHX Text Dewatering Including SESC

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LSUM

AutoCAD SHX Text Cofferdams

AutoCAD SHX Text M-26

AutoCAD SHX Text (200' R.O.W.)

AutoCAD SHX Text feet

AutoCAD SHX Text GRAPHIC SCALE: 1 inch =

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DONKEN TAPIOLA RD

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE DTMB SESC GUIDEBOOK FOR DETAILS)

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KEY NO

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NAME

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RIPRAP

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SILT FENCE

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DEWATERING

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REMOVE AGGREGATE SURFACE

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EXCAVATION LIMITS

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AutoCAD SHX Text WATER DIVERSION NOTES: 1. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. CONTRACTOR HAS THE OPTION ON HOW TO DIVERT THE WATER. THE FLOW CAN EITHER BE DIVERTED WITH A TEMPORARY BYPASS CHANNEL OR THE WATER CAN BE BYPASS PUMPED. SELECTED OPTION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO BEGINNING THE WORK.

AutoCAD SHX Text GENERAL NOTES: 1. WATER CONTROL DURING CONSTRUCTION SHALL BE THE WATER CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. SURVEY DATA WAS COLLECTED 06/15/22, IN NAD83 MICHIGAN SURVEY DATA WAS COLLECTED 06/15/22, IN NAD83 MICHIGAN STATE PLANES, NORTH ZONE, INTERNATIONAL FOOT (MI83-NIF).

AutoCAD SHX Text REMOVE EXISTING 12' SPAN x 25' WIDE TIMBER BRIDGE

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REMOVE EXISTING TIMBER ABUTMENTS AND WINGWALLS

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REMOVE AND SALVAGE RIPRAP

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COFFERDAM

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REMOVE AND REINSTALL FIRE RISER

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ASPH

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ASPH

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GRAV

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UG TELE

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UG FIBER

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GRAV

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MDOT CLEAR ZONE (NO CONSTRUCTION STAGING)

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MDOT ROW

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UNDERGROUND UTILITY

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CAUTION - CRITICAL

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QUANTITIES THIS SHEET (FOR REFERENCE ONLY)

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TOTAL

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UNIT

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DESCRIPTION

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AutoCAD SHX Text Sta

AutoCAD SHX Text Machine Grading

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AutoCAD SHX Text Backfill, Structure, CIP

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AutoCAD SHX Text _Straw Wattle

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AutoCAD SHX Text Subbase, CIP

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AutoCAD SHX Text Aggregate Surface Cse, 6 inch

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AutoCAD SHX Text Syd

AutoCAD SHX Text Geotextile, Separator

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AutoCAD SHX Text Ft

AutoCAD SHX Text _Culv, Aluminum, 15'-6" by 7'-3"

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AutoCAD SHX Text Cyd

AutoCAD SHX Text _Culv Bedding, Arch Culv

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LSUM

AutoCAD SHX Text _Headwalls and Wingwalls

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AutoCAD SHX Text Wood Sign Post, 6"x6" Treated

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AutoCAD SHX Text Object Marker Sign

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AutoCAD SHX Text Cyd

AutoCAD SHX Text Riprap, Plain, LM

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AutoCAD SHX Text Syd

AutoCAD SHX Text _Remove, Salvage & Reuse Riprap

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AutoCAD SHX Text Syd

AutoCAD SHX Text Slope Restoration

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AutoCAD SHX Text _Remove, Salvage & Reinstall Fire Water Riser

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DONKEN TAPIOLA RD

AutoCAD SHX Text feet

AutoCAD SHX Text GRAPHIC SCALE: 1 inch =

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SOIL EROSION AND SEDIMENTATION CONTROL ITEMS

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(SEE DTMB SESC GUIDEBOOK FOR DETAILS)

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KEY NO

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NAME

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PERMANENT SEEDING

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RIPRAP

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WATTLES

AutoCAD SHX Text 25 LF 15'-6" x 7'-3" ALUMINUM ARCH CULVERT

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ALUMINUM WINGWALLS

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DISCHARGE

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100-YEAR

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50-YEAR

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DATA

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FLOOD

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SUMMARY OF HYDRAULIC ANALYSIS

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FACE OF

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FACE OF

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STRUCTURE

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EXISTING

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WATER

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(CFS)

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ELEV.

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AT U/S

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SURFACE

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VELOCITY IN

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(FPS)

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CHANNEL IN

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STRUCTURE

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(FPS)

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CHANNEL IN

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VELOCITY IN

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PROPOSED

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WATER

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ELEVATION AT

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SURFACE

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WATERWAY

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(SFT) AT

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D/S FACE

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AREA

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CHANGE IN

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PROPOSED

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U/S OF

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WS EL 10 FT

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STRUCTURE

AutoCAD SHX Text -0.15

AutoCAD SHX Text -0.13

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RIVER BOTTOM SLOPE: 1.9%

AutoCAD SHX Text M-26

AutoCAD SHX Text (200' R.O.W.)

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AutoCAD SHX Text 1270.93

AutoCAD SHX Text 1270.38

AutoCAD SHX Text 5.54

AutoCAD SHX Text 5.22

AutoCAD SHX Text 1270.80

AutoCAD SHX Text 1270.23

AutoCAD SHX Text 5.54

AutoCAD SHX Text 5.22

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MISERY RIVER AT DONKEN TAPIOLA ROAD, SECTION 06, T52N, R35W, TOIVOLA, HOUGHTON

AutoCAD SHX Text COUNTY, HAS A TOTAL DRAINAGE AREA OF 1.98 SQUARE MILES. THE 50%%%, 10%%%, 4%%%, 2%%%, 1%%%, AutoCAD SHX Text

AND 0.2%%% CHANCE PEAK FLOWS ARE ESTIMATED TO BE 48 CUBIC FEET PER SECOND (CFS),

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121 CFS, 173 CFS, 219 CFS, 271 CFS, AND 405 CFS, RESPECTIVELY.

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SIGN, OM-3

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REINSTALL SALVAGED RIPRAP

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MULCH BLANKET

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REINSTALL FIRE RISER

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PROPOSED CULVERT PROFILE3

PROPOSED ROAD CENTERLINE PROFILE2

TYPICAL TRAIL SECTION4

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APPROX EXC LIMITS

AutoCAD SHX Text 15'-6" x 7'-3" 4 SIDED ALUMINUM ARCH CULVERT, @1.00%

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BURY DEPTH

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APPROXIMATE FLOW AREA: 63 SF

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2" LEVELING COURSE OF 34R

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6" BEDDING COURSE (CRUSHED) STONE, WRAPPED IN GEOTEXTILE FABRIC

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EXISTING GRADE

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PROPOSED GRADE

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EXISTING GRADE

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PROPOSED GRADE

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PROPOSED RIPRAP

AutoCAD SHX Text H:1" = 10' V: 1" = 5'

AutoCAD SHX Text H: 1" = 10' V: 1" = 5'

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AutoCAD SHX Text 7.0'±

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APPROXIMATE EXISTING SIDE SLOPE

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APPROXIMATE EXISTING SIDE SLOPE

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GRADE AND BACKFILL TO CROSS SECTIONAL SLOPES INDICATED

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SLOPE RESTORATION

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

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12" SAND SUBASE, CIP

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CL M-26

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NTS

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3'-6" MIN.

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AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 3'-0"

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COMPACTED 6A STONE

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FINISHED GRADE

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DRILL 2 " HOLE, CENTERED12" HOLE, CENTERED

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6" X 6" WOLMANIZED WOOD POST

AutoCAD SHX Text MUTCD OM3-L (LEFT APPROACH), OM3-R (RIGHT APPROACH) SIGNS ON BOTH SIDES OF POST (TYP)

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18" HDPE PIPE

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NTS

AutoCAD SHX Text NOTE: CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IF CLAY/SILT IS ENCOUNTERED NEAR THE BOTTOM OF THE CULVERT EXCAVATION AREA. THE BOTTOM OF EXCAVATION / SUBGRADE SHALL BE REVIEWED BY ENGINEER PRIOR TO PLACING BEDDING MATERIAL.

100 YEAR FLOOD ELEVATION: 1270.80'

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File details come from the government source that posted it. Updated Apr 3, 2024.