M12-02386 -SAVAGE CREEK k rail 10-10-22 REVIEW.pdf

PDF 3 MB Posted Nov 3, 2022

Attached to: 751/21232. ABG; Luce County - Culvert & Bridge Replacements
Solicitation number: RFQ - 171 - 230000000013
Issued by: Luce County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document contains plans and details for the Savage Creek Crossing bridge replacement project in McMillan Township, Luce County, Michigan. The project is being managed by the Michigan Department of Technology, Management & Budget (DTMB) and the Michigan Department of Natural Resources (MDNR). The scope of work includes the demolition of the existing 13' x 40' steel temporary structure and the construction of a new 16' x 36' pre-engineered wood beam bridge, including foundations, slope protection, and approach grading. The plans were reviewed at the 50%, 90%, and 100% plan review stages. The project location is in Luce County, Michigan.

The contractor will be required to provide a crossing structure that can handle HS-25 loading and a clearance width of 14 feet. All geotextile fabric and stone materials are specified. The project will be funded by the State of Michigan and the contractor will need to comply with all applicable federal, state, local, and tribal laws. Temporary road closures and signage during construction are required, but traffic does not need to be maintained on Camp 7 Road during the project.

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PROJECT LOCATION

LUCE COUNTY

MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET

SAVAGE CREEK CROSSING

MCMILLAN TOWNSHIP, MICHIGAN

FILE NO.: 751/21232.ABG

GENERAL PLAN AND PROFILEC101

CONTACT LIST:

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

FILE NO.: 751/21232.ABG

PROJECT TITLE SHEETG100

LUCE COUNTY ROAD VICINITY MAP

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BRIDGE DETAILSC501

DETAILSC502

GENERAL NOTES:

35 36

MAYE CR.

20 21 22 23

2627282930

32 33 34 35

T48N,R8W

MURPHY CREEK RD.

N. BR. M

URPHY CR.

11 12

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BRANCH

TAHQUAM

ENON RIVER

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NORTH BRANCH

LINTON CREEK

O'KEEFE CREEK

MURPHYCREEK

ATWOOD CREEK

FREEMAN

CREEK

SAVAGE CREEK

BAIRD CREEK

GIMLET CREEK

MURPHY CREEK

N. BR. M

URPHYCREEK

PENNY CREEK

POPPS CREEK

SCHOUTS CREEK

SECTION 5 T47N, R8W

PROJECT LOCATION

LUCE COUNTY

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AutoCAD SHX Text PROFESSIONAL SERVICE CONTRACTOR JEREMY GAGNON PROJECT MANAGER U.P. ENGINEERS & ARCHITECTS, INC 707 ASHMUN STREET SAULT STE. MARIE, MICHIGAN 49783 (906) 635-0511 JGAGNON@UPEA.COM

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MDNR SAVAGE CREEK KEITH MAGNUSSON MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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NO SCALE

AutoCAD SHX Text EXCEPT WHERE OTHERWISE INDICATED ON THESE PLANS OR IN THE PROPOSAL AND SPECIFICATIONS CONTAINED HEREIN, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CURRENT MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. IN THE CASE OF TECHNICAL SPECIFICATION CONFLICTS, THE MDOT STANDARDS SPECIFICATIONS FOR CONSTRUCTION OVERRIDES UNLESS AUTHORIZED BY ENGINEER. THE PROP. IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH AASHTO: A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2018. THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROP. WORK IS AS SHOWN ON THESE PLANS AND ANY DIFFERENCES REQUIRING CHANGES IN THE NEW WORK SHALL BE REPORTED TO THE PROJECT ENGINEER. CONTRACTOR SHALL FIELD VERIFY ALL QUANTITIES. DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. THE WORK COVERED BY THESE PLANS INCLUDES EXCAVATION, CONSTRUCTION OF PROP. PRE-ENGINEERED BRIDGE AND FOOTING SYSTEM, PLACING STRUCTURE BACKFILL, SLOPE PROTECTION, CONSTRUCTION OF APPROACHES TO THE LIMITS SHOWN, REMOVAL OF EXISTING BRIDGE, AND PLACING RIP RAP. THE STATIONING AS SHOWN ON THESE PLANS FOR THE INTERSECTION OF THE CENTERLINE OF THE BRIDGE AND TRAIL CENTERLINE IS BELIEVED TO BE CORRECT. IT SHALL, HOWEVER, BE CHECKED AT THE TIME OF STARTING CONSTRUCTION, AND IF THE STATIONING SHOWN ON THE PLANS IS INCORRECT, IT SHALL BE REPORTED TO THE ENGINEER. CONTRACTOR SHALL COORDINATE ALL OF THEIR WORK AND THE UTILITY COMPANIES RELOCATION WORK AT NO ADDITIONAL COST TO THE PROJECT. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL DIAL "811" A MINIMUM OF THREE FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. WHERE THE FOLLOWING ITEMS ARE CALLED FOR ON THE PLANS, THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS OR SPECIAL DETAILS GIVEN OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED. CONTRACTOR TO PROVIDE BRIDGE OUT ROAD CLOSED SIGNAGE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE FEDERAL, STATE, LOCAL AND TRIBAL LAWS. CONTRACTOR REQUIRED TO PROVIDE A CROSSING STRUCTURE THAT CAN HANDLE HS-25 LOADING UNDER THE PROP. DESIGN AND A CLEARANCE WIDTH OF 14' ACCESS ROADS TO PROJECT USED BY THE CONTRACTOR SHALL BE MAINTAINED AND REPAIRED TO EXISTING OR BETTER CONDITION. CONTRACTOR SHALL PROVIDE VIDEO DOCUMENTATION OF EXISTING CONDITIONS AND PROVIDE TO ENGINEER PRIOR TO START OF THE CONTRACT WORK..

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ISLAND LAKE

AutoCAD SHX Text DTMB PROJECT DIRECTOR ALAN B. GOSCHKA MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

BENCHMARK DATA

CONTROL POINT DATA

LEGEND

GENERAL NOTES:

A2 GENERAL PROFILE

C2 GENERAL PLAN OF SITE

SITE DEMOLITION NOTES:

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EXISTING

SUMMARY OF HYDRAULIC ANALYSIS

PROP.

EXISTING BRIDGE PHOTOS

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Q100 WATER EL.=727.38

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BRIDGE

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STA. 2+25

AutoCAD SHX Text PROP. PRE-ENGINEERED WOOD BEAM BRIDGE 16 FT x 36 FT

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AutoCAD SHX Text PROP. (2) MDOT STD. TEMP CONC BARRIERS AND FILLED WITH CONCRETE. SEE DETAILS. (TOTAL 30' LONG)

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PROP. PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)

AutoCAD SHX Text 2'x12'x40' (TYP.) STONE BED. 6" MINUS STONE FILLED MAT IN MIRAFI 500x GEOTEXTILE WRAP

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WATER EL.=724.28 07/26/22

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EXISTING GRADE

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PROP. GRADE

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EXCAVATION LIMITS

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BACKFILL, CIP

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(MDOT CL II)

AutoCAD SHX Text GRADE AND BLEND TO MEET EXISTING GRADE WITHIN 25 FT TRAIL TRANSITION SHOWN ON PLAN (TYP. BOTH ENDS)

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( IN FEET )

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GRAPHIC SCALE

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SILT FENCE

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EXISTING R.O.W.

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EXISTING TREE LINE

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EXISTING EDGE OF TRAIL

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EXISTING CENTERLINE

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BENCH MARK

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CONTROL POINT

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SOIL BORING

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SB-1

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SCALE:

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HORIZ.:

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VERT.:

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SCALE: 1" = 10'

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EDGE OF WATER

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1. ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH EXCEPTION TO THOSE MATERIALS CLAIMED BY A UTILITY'S RESPECTIVE UTILITY COMPANY OR OWNER. 2. ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL ALL REMOVALS AND TRANSPORTATION OF THE REMOVED ITEMS SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS AND ALL LOCAL, STATE, AND FEDERAL LAWS. 3. REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE LUMP SUM CONTRACT. 4. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. 5. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. 7. SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION.

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DRAINAGE AREA DETERMINED BY EGLE = 4.20 SQUARE MILES

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AT SURFACE

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UPSTREAM FACE

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OF STRUCTURE

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WATER ELEVATION

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DISCHARGE

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CUBIC FT/SEC

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50-YEAR

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100-YEAR

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FLOOD

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DATA

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(FEET)

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CHANGE IN

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UPSTREAM

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(FEET)

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WATER SURFACE

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ELEVATION FROM

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FACE OF STRUCTURE

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WATER ELEVATION

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UPSTREAM FACE

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OF STRUCTURE

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AT SURFACE

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(FEET)

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FT/S

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VELOCITY IN

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DOWNSTREAM

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CHANNEL IN

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FT/S

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CHANNEL IN

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DOWNSTREAM

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SQUARE FEET

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BELOW W.S.

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PROVIDED IN

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WATERWAY AREA

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NOTE: ELEVATIONS ARE ALL FROM LOCAL DATUM

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1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO INSURE THAT THOSE UTILITIES NOT REQUIRING RELOCATION WILL NOT BE DISTURBED. 2. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY AND PERMANENT RELOCATIONS FOR CONSTRUCTION OPERATIONS SUCH THAT UTILITIES DO NOT INTERFERE WITH THE TEMPORARY OR PERMANENT WORK TO BE COMPLETED. 3. WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE WATER LEVEL IS SUBJECT TO CHANGE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION OF WATER LEVELS THAT WILL EXIST DURING CONSTRUCTION. 4. MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROP. STRUCTURE. IF DEBRIS FALLS INTO THE WATERWAY IT SHALL BE REMOVED WITHIN 24 HOURS. SINCE DISTURBANCE OF THE WATERWAY BOTTOM MAY BE AS HARMFUL AS THE DEBRIS ITSELF, THE PREVENTIVE MEASURES MUST BE MADE AS EFFECTIVE AS POSSIBLE. 5. DATUM IS A LOCAL DATUM DATUM IS A LOCAL DATUM 6. SEDIMENTATION AND SOIL EROSION CONTROL REQUIRED FOR THE PROJECT SEDIMENTATION AND SOIL EROSION CONTROL REQUIRED FOR THE PROJECT SHALL BE IN ACCORDANCE WITH THE "MICHIGAN SOIL AND SEDIMENTATION CONTROL PART 91 OF PA 451, 1994, AND MDOT SECTION 208 STANDARD SPECIFICATIONS FOR CONSTRUCTION, (CURRENT EDITION). ALL ITEMS REQUIRED FOR SOIL EROSION CONTROL OF THIS PROJECT ARE INCLUDED IN PROJECT. SOIL EROSION CONTROL PLAN IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBMITTED FOR AGENCY APPROVAL 7. PROP. WORK SHALL BE COMPLETED UNDER DRY CONDITIONS. CONTRACTOR PROP. WORK SHALL BE COMPLETED UNDER DRY CONDITIONS. CONTRACTOR TO PROVIDE FLUME OR BYPASS PUMPING AND ALL DE-WATERING OF AREA AS NECESSARY TO FINISH THE WORK. TYPICAL BMPS SUCH AS FILTER BAGS, CHECK DAMS, AND SEDIMENTATION BASINS - ETC. BEYOND DEPICTED SILT FENCING SHALL BE INCLUDED AS REQUIRED TO OBTAIN REQUIRED SESC PERMITS. CONTRACTOR TO PROVIDE PLAN FOR DEWATERING AT PRE-CONSTRUCTION MEETING. 8. CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS WITHIN THE SLOPE STAKE LINES REGARDLESS OF SIZE. TREE AND STUMP REMOVAL SHALL BE INCLUDED IN CONTRACTOR'S PRICE. MATERIALS CAN BE DISPOSED OF WITHIN THE CLEAR CUT AREA UTILIZED FOR STAGING. MATERIALS DISPOSED OF IN SUCH A MANNER WILL BE DISPERSED AROUND THE AREA AND STUMPS SHALL BE PLACED ROOTS DOWN. ALL TREE REMOVAL MUST BE APPROVED BY DNR. 9. IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND SEEDING OR SODDING SHALL BE PLACED ON ADJACENT EMBANKMENT SLOPES. 10. THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES ONLY AND ARE NOT TO BE USED FOR ESTABLISHING A REGULATORY FLOODPLAIN. THE ELEVATIONS MAY BE USED, PROVIDED THEY ARE VERIFIED WITH THE LAND AND WATER MANAGEMENT DIVISION, MICHIGAN DEPARTMENT OF ENVIRONMENTAL, GREAT LAKES AND ENERGY. 11. TRAFFIC DOES NOT NEED TO BE MAINTAINED ON THE CAMP 7 ROAD; TRAFFIC DOES NOT NEED TO BE MAINTAINED ON THE CAMP 7 ROAD; DURING REMOVAL AND INSTALLATION OF PROP. STRUCTURE AND GRADING. CONTRACTOR TO PROVIDE ADVANCED WARNING SIGNAGE THAT BRIDGE IS OUT AT THE INTERSECTION OF M123 AND CAMP 7 ROAD AND AT CAMP 7 ROAD AND HALIFAX TRAIL. CONTRACTOR TO VERIFY THAT THE CHARCOAL GRADE IS OPEN AND PASSABLE PRIOR TO CLOSING THIS ROUTE TO TRAFFIC. SIGNAGE TO CONFORM TO MDOT 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND APPLICABLE STANDARD DETAILS. TYPE III BARRICADES (LIGHTED) WILL BE UTILIZED ON EACH SIDE OF STRUCTURE LOCATED NEAR CONSTRUCTION LIMITS. SEE LOCATION MAP ON G001 FOR SOME, BUT NOT LIMITED TO ,LOCATIONS OF WARNING SIGNAGE 12. ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED IN ADVANCE BY ENGINEER. 13. STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF CONSTRUCTION WITH WRITTEN APPROVAL FROM THE ENGINEER, CONTRACTOR MAY UTILIZE TRAIL SHOULDERS AND AREAS BEHIND PROP. BARRICADES. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED WITH TOPSOIL, SEED, MULCH AND FERTILIZER AS REQUIRED TO RETURN IT TO EQUAL OR BETTER CONDITION TO EXISTING. SILT FENCE WILL BE REQUIRED AROUND STAGING AREA IF UTILIZED. 14. ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR APPROVED EQUAL 15. SUBSTRUCTURE CONCRETE SHALL CONFORM TO MDOT GRADE S1 (4000 PSI) SUBSTRUCTURE CONCRETE SHALL CONFORM TO MDOT GRADE S1 (4000 PSI) 16. ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABILIZATION, INCLUDING BUT NOT LIMITED TO 4" TOPSOIL, SEED, MULCH AND FERTILIZER.

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PROJECT LIMITS

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PROJECT LIMITS

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PROP. EDGE OF GRAVEL

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PROP. CONSTRUCTION

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EDGE OF WATER

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PROP. AGGREGATE SURFACE COURSE

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EXISTING TREE LINE

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PROP. SILT FENCE (TYP.)

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BEAVER DAM (TO BE REMOVED)

AutoCAD SHX Text 13'x40' STEEL TEMPORARY STRUCTURE (TO BE REMOVED & SALVAGED FOR DNR. DELIVER TO NEWBERRY DNR FIELD STATION. COORDINATE WITH DNR CONTACT)

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PROP. PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)

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PROP. TREE CLEARING LIMITS CLEAR AS NEEDED TO INSTALL PROP. WORK (TYP.)

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FLOW

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OM-3L

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OM-3R

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OM-3R

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OM-3L

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SLOPE RESTORATION ON ALL DISTURBED AREAS (TYP.)

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PROP. ROAD TO BE CONSTRUCTED PER C3/C502

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PROP. CROSSING WARNING SIGNAGE (TYP.) COORDINATE WITH DNR FOR EXACT LOCATIONS

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BOUNDARY OF STONE/GEOTECTILE FOUNDATION (TYP.)

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13'x40' STEEL TEMPORARY STRUCTURE (TO BE REMOVED & SALVAGED FOR DNR. DELIVER TO NEWBERRY DNR FIELD STATION. COORDINATE WITH DNR CONTACT)

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DETAILS

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A4 ABUTMENT DETAIL

C2 GENERAL SUPERSTRUCTURE PLAN & PROFILE C4 SECTION @ SPREADER BEAM

D5 SECTION @ RAILPOST

D4 SECTION @ ABUTMENT

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(3)#6 BARS CONTINUOUS IN CONCRETE POUR

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(1)#6 BAR IN PREMADE LIFTING HOLES

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1"X24' ANCHOR BOLTS @ 48" O.C.

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BRIDGE RAIL SYSTEM

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DECK SYSTEM

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AutoCAD SHX Text 6" MINUS ROCK/AGGREGATE FOUNDATION BASE MATERIAL 70% CRUSHED/ANGULAR 100% PASSING 6", 25% - 40% PASSING 2 " 12" 0-15% PASSING 1 ", 0-5% PASSING "12", 0-5% PASSING "34"

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GENERAL SUPERSTRUCTURE PLAN & ELEVATION

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6" X 8" X 3'-0" SCUPPER, S2S, (TYP.)

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(3) 6" X 12" SPREADER BEAMS

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DM. HD. BOLT WITH WASHER EA., CURB TO DECK

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SPREADER BEAM

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SHIPLAP JOINT

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8" X 8" X 12'-6" END CURB, (TYP.)

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4" X 10" X 12'-6" END RAILING, S1S (TYP.)

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PED. RAILING, S4S (TYP.)

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3/4" X 20" DOME HEAD DRIVE SPIKE, DECK TO CAP (TYP.).

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3/4" X 20" DOME HEAD DRIVE SPIKE, CURB TO DECK @ ENDS (TYP.)

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GRADE

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ROADWAY

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GRADE

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CONCRETE GROUT BETWEEN FOOTING STD BARRIERS

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(2) 5/8" X 14" DOME HEAD BOLTS WITH (1) 3" X 3" X 1/4" WASHER EA., RAIL TO POST, FIELD DRILL. USE (4) BOLTS @ RAIL SPLICE

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4" X 10" RAILING, S1S

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3/4" X 28" DOME HEAD BOLT WITH (1) 3" X 3" X 5/16" WASHER, CURB TO DECK

AutoCAD SHX Text 3/4" X 18" DOME HEAD BOLT WITH (1) 3" X 3" X 5/16" WASHER, POST TO CURB, SHOP DRILL

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3/4" X 20" HEX HEAD LAG RAILPOST TO DECK

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6" X 8" SCUPPER, S2S, FIELD DRILL

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8" X 8" CURB, SHOP DRILL

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8" X 8" X 5'-7 1/2" RAILPOST, (TYP.)

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FIELD DRILL

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SHOP DRILL

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2" X 4" S4S, PEDESTRIAN RAILING

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(2) 2" X 6" S4S, PEDESTRIAN RAILING

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6" X 12" X 17'-4" SPREADER BEAM

AutoCAD SHX Text EYEBOLTS ARE IN PLACE ON PANEL AT SPREADER BEAM LOCATION WHEN SHIPPED & ARE USED FOR LIFTING & PLACING PANELS ON THE BRIDGE. REMOVE EYEBOLTS & REPLACE WITH DOME HEAD BOLTS WITH WASHER & LOCK NUT PER BOLT AFTER SPREADER BEAM HAS BEEN FIELD DRILLED.

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4" X 12" FLOORING, S1S

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ROADWAY

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CURB

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SCUPPER, S2S

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DOME HEAD DRIVE SPIKE, DECK TO ABUTMENT CAP, FIELD DRILL, (TYP.)

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ROADWAY

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14" X 14" ABUTMENT CAP

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2" OAK WEAR COURSE OR 3"DF WEAR COURSE

AutoCAD SHX Text NOTE: PRE-ENGINEERED WOOD BRIDGE SHALL BE DESIGNED TO ACCOMMODATE HS-25 LOADING. THIS LOADING INCLUDES THE DESIGNED DEAD LOADS FROM WEAR COURSE, RAILING AND ANY OTHER ITEMS SHOWN IN THESE PLANS. THE BRIDGE IS TO BE DESIGN, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH ALL RELEVANT MDOT STANDARDS. THE BRIDGE SHALL ALSO BE INSTALL PER THE MANUFACTURERS SHOP DRAWINGS AND RECOMMENDATIONS. SHOP DRAWINGS SHALL BE SUBMITTED FOR BRIDGE AND SHALL BE SEALED BY A PROFESSIONAL ENGINEER, CURRENTLY LICENSED IN MICHIGAN. DIMENSIONS AND SIZES MAY BE CHANGED BY ENGINEER OF RECORD FOR BRIDGE STRUCTURE TO ENSURE STRUCTURE MEETS DESIGN REQUIREMENTS, CODES, ETC.

AutoCAD SHX Text PRE-ENGINEERED BRIDGE DESIGN REQUIREMENTS DESIGN DATA: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, CURRENT EDITION AND INTERIMS AASHTO LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES, CURRENT EDITION LIVE LOAD: 90 PSF VEHICLE LOAD: HS-25 MATERIALS: ALL TIMBER TO BE DOUGLAS FIR-LARCH, SIZE AND GRADE TO BE DETERMINED BY BRIDGE MANUFACTURER. ALL PILING TO IS TO BE IN ACCORDANCE WITH CURRENT STATE SPECIFICATIONS. ALL TIMBER TO BE CUT TO LENGTH, DRESSED AND ALL PRACTICAL FRAMING DONE PRIOR TO TREATMENT. PRESERVATIVE TREATMENT: ALL TIMBER AND PILING TO BE TREATED WITH COPPER NAPHTHENATE (CUN) IN HEAVY OIL AND IN ACCORDANCE WITH AWPA USE CATEGORY UC4B. OTHER PRESERVATIVES WILL NOT BE ALLOWED. TREAT ALL FIELD DRILLED HOLES WITH COPPER NAPHTHENATE. PROVIDE TREATMENT IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE WESTERN WOOD PRESERVERS INSTITUTE (WWPI) “BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED TIMBER IN AQUATIC BEST MANAGEMENT PRACTICES FOR THE USE OF TREATED TIMBER IN AQUATIC ENVIRONMENTS.” HARDWARE: ALL HARDWARE TO MEET ASTM A307-97 GALVANIZED TO A153. ALL HIGH STRENGTH HARDWARE TO MEET ASTM A325 OR A449 GALVANIZED TO A153. ALL STRUCTURAL STEEL TO MEET ASTM A36, GALVANIZED TO A123

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SCALE: 3/4" = 1'-0"

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SCALE: 3/16" = 1'-0"

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SCALE: 3/8" = 1'-0"

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SCALE: 3/4" = 1'-0"

SCALE: 3/8" = 1'-0"

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C4 TYPICAL MULCH BLANKET

A1 DEWATERING TYPICAL A3 SILT FENCE TYPICAL

A2 STRAW BALE CHECK

SIDE AND TOP HEADERTOE HEADER

C1 RIPRAP HEADER DETAILS C3 TRAIL TYPICAL DETAIL

B4 SIGNAGE/POST DETAIL

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FLOW

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NOTES:

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PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY.

AutoCAD SHX Text WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS SHOULD NOT OVERLAP IN DITCH CENTER PARALLEL TO FLOW.

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OVERLAP END OF UPSLOPE BLANKET 12" OVER DOWNSLOPE BLANKET. SECURE WITH STAPLES

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AutoCAD SHX Text OVERLAP BLANKETS SIDE BY SIDE USING A 4" OVERLAP WITH UPSLOPE BLANKET LAID OVER DOWNSLOPE BLANKET

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BURY UPSLOPE END OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

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BURY TOE OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

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STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

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WHERE POSSIBLE, CONSTRUCT WITH BIODEGRADABLE MATERIAL.

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STAKES/STAPLES

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COMPACTED AREA

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MIN.

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TOP OF BANK

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SPACING

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NON-WOVEN GEOTEXTILE

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4" TO 8" STONE

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%%UCROSS SECTION

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6" MIN.

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%%UPROFILE

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NON-WOVEN GEOTEXTILE

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%%UPROFILE

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1:2 OR FLATTER

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DITCH

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FLOW

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CENTER DEPRESSED

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NOTE: BASE WIDTH SHOULD BE AT LEAST 2X THE HEIGHT

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VARIES WITH SLOPE

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FLOW

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BOTTOM OF CHANNEL

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1' THICK LAYER 3/4" TO 1-1/2" CRUSHED AGGREGATE (WASHED)

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4"-8" ROCK

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SUBEXCAVATE BELOW FLOWLINE

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NON-WOVEN GEOTEXTILE FABRIC

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NON-WOVEN GEOTEXTILE FABRIC

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SCALE: NTS

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SCALE: NTS

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24"(MIN)

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FLOW

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1:2 (TYP)

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NON-WOVEN

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GEOTEXTILE

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FABRIC

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SEDIMENT SUMP

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SPILLWAY

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STORMWATER INLET

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DEWATERING PUMP

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GEOTEXTILE BLADDER ON STRAW BALES

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OUTLET POINT

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GRAVEL FILTER BERM

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FLOW

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GRAVEL FILTER AROUND BAG

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DEWATERING INTO STABILIZED OUTLET

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TYPICALLY 6" DISCHARGE PIPE

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DEWATERING DISCHARGE

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DEPRESSED OUTLET

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FLOW

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STRAW BALES

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PEA STONE (12" MIN. DEPTH)

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DEWATERING AREA OR SEDIMENT BASIN

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DEWATERING WITH OUTLET FILTER BAG

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EROSION CONTROL

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GRAVEL INLET PROTECTION

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BALE STAKING DIAGRAM

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TYPICAL STAKING PATTERN (2 STAKES PER BALE)

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KEY BALE 4" INTO GRADE

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SPACING 6-10' MAX.

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1' MIN.

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6" ANCHOR TRENCH

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FENCE POSTS DRIVEN INTO GROUND 1' MIN.

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SILT FENCE B

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SILT FENCE A

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FABRIC TO BE WRAPPED AROUND FENCE POST

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1' MIN.

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UNDISTURBED VEGETATION

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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION

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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

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SHEET FLOW

AutoCAD SHX Text 6"x6" ANCHOR TRENCH

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ROLL JOINTS

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ROLL JOINT

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SCALE: NTS

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SCALE: NTS

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2:1 SLOPE

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2. BALES TO BE PLACED IN A ROW WITH THE

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ENDS TIGHTLY ABUTTING. USE STRAW, ROCKS,

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OR FILTER FABRIC TO FILL GAPS BETWEEN THE

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BALES AND TAMP THE BACKFILL MATERIAL TO

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PREVENT EROSION OR FLOW AROUND BALES.

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SECTION B - B

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SECTION A - A

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1. THE STRAW BALES SHALL BE PLACED

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ON SLOPE CONTOUR.

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NOTES:

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FLOW

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WOODEN STAKE

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OR REBAR DRIVEN

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THROUGH BALE.

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FLOW

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PLAN

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FLOW

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EMBED STRAW

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BALE 4" MIN.

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INTO SOIL.

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ANGLE STAKE TOWARD

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PREVIOUS BALE TO

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PROVIDE TIGHT FIT

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SCALE: NTS

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"RIPRAP, PLAIN"

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GEOTEXTILE AND HEADERS ARE INCLUDED IN THE ITEM

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NOTE:

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APPROX. RIVER

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BOTTOM ELEV.

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WRAP GEOTEXTILE

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RIPRAP, PLAIN

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RIPRAP, PLAIN

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SCALE: NONE

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TRAIL

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2% SLOPE

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SCALE: NONE

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2% SLOPE

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MDOT 21AA, MODIFIED AGGREGATE SURFACE COURSE, 6" DEPTH, CIP

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SLOPE RESTORATION, TYPE B (4" TOPSOIL, SEED, MULCH, FERTILIZER) (TYP.)

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EMBANKMENT, CIP

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SIGNAGE PER PLAN

AutoCAD SHX Text 4x6 WOOD TREATED POST

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BURY DEPTH

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BURY DEPTH

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BURY DEPTH

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BURY DEPTH

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BURY DEPTH

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BURY DEPTH

SCALE: NTS

Sheets and Views

M12-02386 -SAVAGE CREEK k rail-G100

M12-02386 -SAVAGE CREEK k rail-C101

M12-02386 -SAVAGE CREEK k rail-C501

M12-02386 -SAVAGE CREEK k rail-C502

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