M12-02372 - IONIA BD 03-13-23 (1).pdf

PDF 2 MB Posted Apr 27, 2023

Attached to: 751/19232. ABG; Beartrap Stream/ Ionia Creek Bridge Rplcmnt
Solicitation number: RFQ - 171 - 230000000313
Issued by: Ionia County, Michigan

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of bid documents for the Ionia Creek Crossing Bridge Replacement project in Hiawatha Township, Michigan, managed by the Michigan Department of Natural Resources (DNR) and the Department of Technology, Management and Budget (DTMB). The project involves the removal of an existing timber bridge and the installation of a new 12' x 7' x 30' precast concrete box culvert with precast wingwalls. The work also includes excavation, placement of structure backfill, slope protection, and construction of approaches. The bid documents were issued for bid on 03/13/23. The project limits are from Station 1+25 to Station 2+75. The existing timber bridge and wingwalls are to be removed, and silt fence, tree clearing, and slope restoration are required. The project must meet HS-25 loading and provide a 14' clearance width.

The bid documents provide general notes, demolition notes, and details for the proposed culvert structure, headwalls, railings, and trail construction. The project is funded by the state of Michigan. Contractors are responsible for locating all active underground utilities, coordinating utility relocations, and obtaining necessary permits. Sedimentation and erosion control measures are required, and the contractor must provide a dewatering plan. The successful bidder will be required to return any access roads to existing or better condition upon project completion.

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Addendum No. 2 -Beartrap Stream Crossing.pdf	PDF	Apr 27, 2023

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PROJECT LOCATION

SCHOOLCRAFT COUNTY

MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET

IONIA CREEK CROSSING BRIDGE REPLACEMENT

HIAWATHA TOWNSHIP, MICHIGAN

FILE NO.: 751/19232.ABG

GENERAL PLAN AND PROFILE

INDEX OF SHEETS

C101

NUMBER SHEET NAME

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.: 751/19232.ABG

PROJECT TITLE SHEETG100

SCHOOLCRAFT COUNTY ROAD VICINITY MAP

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BRIDGE DETAILSC501

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GENERAL NOTES:

SECTION 34 T47N, R15W

PROJECT LOCATION

SCHOOLCRAFT COUNTY

OLF LAKE TRUCK TR.

CUSINO

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CANOE

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GEMINI

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BEAR CR.

BLACK CR. RD.

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ROSS CR.

BLACK CR.

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NEY CR.

DRIGGS LAKE TRUCK TR.

HIAWATHA TWP.

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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

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

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MDNR IONIA CREEK CROSSING PETER COSTA 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. CONCRETE BOX CULVERT, PLACING STRUCTURE BACKFILL, SLOPE PROTECTION, CONSTRUCTION OF APPROACHES TO THE LIMITS SHOWN, REMOVAL OF EXISTING CULVERT, 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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TRAIL CLOSED AHEAD SIGN

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ADAMS TR.

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LAKE

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NEVINS

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DEER

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LAKE

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LAKE

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IONIA

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LAKE

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CROOKED

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LAKE

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LONG

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TWIN LAKE TRUCK TR.

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LAKE

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KINSEY

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LAKE

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WOLF

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ADAMS TR.

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MAHONEY LAKE RD.

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BURT TWP.

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LAKE

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NUGENT

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LAKE

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MERVIN

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AU SAUBLE POINT TR.

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FISHHOOK

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LAKE

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BONNET LAKE

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FORK LAKE

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LITTLE ROSS LAKE

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MAHONEY LAKE

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OTTER LAKE

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PINE LAKE

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BUCK LAKE

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DRIGGS LAKE

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CRANBERRY LAKE

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LONG LAKE

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TRAIL CLOSED AHEAD SIGN

CONTROL POINT DATA

LEGEND

A2 GENERAL PROFILE

C2 GENERAL PLAN OF SITE

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EXISTING

SUMMARY OF HYDRAULIC ANALYSIS

PROP.

EXISTING BRIDGE PHOTOS

SITE DEMOLITION NOTES:

GENERAL NOTES:

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PROP. AGGREGATE SURFACE COURSE

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EXCAVATION, EARTH

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BACKFILL, CIP (MDOT CL II)

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CULVERT BEDDING, MDOT 6A AGGREGATE WRAPPED IN GEOTEXTILE FABRIC

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PROP. GRADE

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EXISITNG GRADE

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WATER ELEVATION = 722.48 OBSERVED ON 09/20/2022

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P.O.B. STA. 1+25

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P.O.E. STA. 2+75

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EXISTING TIMBER BRIDGE (TO BE REMOVED)

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( IN FEET )

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GRAPHIC SCALE

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SILT FENCE

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EXISTING EDGE OF TRAIL

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EXISTING CENTERLINE

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BENCH MARK

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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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DRAINAGE AREA DETERMINED BY EGLE = 5.7. SQUARE MILES

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AT SURFACE

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UPSTREAM FACE

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OF STRUCTURE

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DISCHARGE

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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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ELEVATION FROM

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FACE OF STRUCTURE

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AT SURFACE

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(FEET)

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FT/S

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DOWNSTREAM

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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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PROJECT LIMITS

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PROJECT LIMITS

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PROP. AGGREGATE SURFACE COURSE

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PROP. SILT FENCE (TYP.)

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25' TAPER PROP. TRAIL TO EXISTING WIDTH

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25' TAPER PROP. TRAIL TO EXISTING WIDTH

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25' TAPER PROP. TRAIL TO EXISTING WIDTH

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25' TAPER PROP. TRAIL TO EXISTING WIDTH

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PROP. EDGE OF GRAVEL

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APPROX. EXCAVATION LIMITS

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PROP. PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)

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

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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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25' TAPER PROP. TRAIL TO EXISTING WIDTH

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25' TAPER PROP. TRAIL TO EXISTING WIDTH

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EXISTING TIMBER BRIDGE AND WINGWALLS (TO BE REMOVED)

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EXISTING TREELINE

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EXISTING EDGE OF WATER

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1. ALL REMOVED MATERIALS FROM THE SITE BECOME THE PROPERTY OF THE CONTRACTOR WITH EXCEPTION TO THOSE 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 BE DONE IN ACCORDANCE WITH THE 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 BE INCLUDED IN THE LUMP SUM CONTRACT. 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 AND MUST BE VERIFIED BY THE CONTRACTOR. PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. 7. SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION. SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION. 8. TREE REMOVAL REQUIRES PRE-APPROVAL BY DNR - CONTRACTOR TO COORDINATE MEETING AS NEEDED FOR APPROVAL.

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1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT 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 AND PERMANENT RELOCATIONS FOR 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 FOR MAKING HIS OWN DETERMINATION OF 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 EXISTING OR PROP. STRUCTURE. IF DEBRIS 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 SHALL BE IN ACCORDANCE WITH THE 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. CONTRACTOR TO PROVIDE FLUME OR BYPASS PUMPING AND ALL DE-WATERING OF AREA AS NECESSARY TO FINISH THE 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. 8. CONTRACTOR TO PROVIDE PLAN FOR DEWATERING AT PRE-CONSTRUCTION MEETING. CONTRACTOR TO PROVIDE PLAN FOR DEWATERING AT PRE-CONSTRUCTION MEETING. 9. CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL TREES AND STUMPS WITHIN THE SLOPE STAKE LINES REGARDLESS 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. 10. IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND SEEDING OR SODDING SHALL BE IMMEDIATELY AFTER THE CONSTRUCTION IS COMPLETED, SLOPE PROTECTION AND SEEDING OR SODDING SHALL BE PLACED ON ADJACENT EMBANKMENT SLOPES. 11. THE WATER SURFACE ELEVATIONS SHOWN ON THE HYDRAULIC TABLE ARE TO BE USED FOR COMPARISON PURPOSES 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. 12. TRAFFIC DOES NOT NEED TO BE MAINTAINED ON THE SUNRISE GRADE; DURING REMOVAL AND INSTALLATION OF PROP. TRAFFIC DOES NOT NEED TO BE MAINTAINED ON THE SUNRISE GRADE; DURING REMOVAL AND INSTALLATION OF PROP. STRUCTURE AND GRADING. CONTRACTOR TO PROVIDE ADVANCED WARNING SIGNAGE THAT BRIDGE IS OUT AT THE INTERSECTION OF CROOKED LAKE AND CAMP 7 ROAD AND AT MAHONEY LAKE ROAD. SIGNAGE TO CONFORM TO MDOT CURRENT 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 ALL LOCATIONS OF WARNING SIGNAGE 13. EXISTING ACCESS ROADS TO PROJECT SITE MUST BE RETURNED TO EXISTING OR BETTER CONDITION AFTER EXISTING ACCESS ROADS TO PROJECT SITE MUST BE RETURNED TO EXISTING OR BETTER CONDITION AFTER CONSTRUCTION COMPLETION. 14. ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED IN ADVANCE BY ENGINEER. ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED IN ADVANCE BY ENGINEER. 15. STAGING AREA SHALL BE AGREED UPON PRIOR TO THE START OF CONSTRUCTION WITH WRITTEN APPROVAL FROM THE 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. 16. ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR APPROVED EQUAL ALL GEOTEXTILE FABRIC @ RIPRAP AND STONES IS TO BE MIRAFI 500X OR APPROVED EQUAL 17. CULVERT MATERIAL AND INSTALLATION MUST CONFORM TO A MDOT CLASS "A" CULVERT (SEE DIVISION 4 OF CURRENT CULVERT MATERIAL AND INSTALLATION MUST CONFORM TO A MDOT CLASS "A" CULVERT (SEE DIVISION 4 OF CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION) 18. ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABILIZATION, 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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PROP. CROSSING WARNING SIGNAGE (TYP.) COORDINATE WITH DNR FOR EXACT LOCATIONS

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C2 WINGWALL ELEVATION (UPSTREAM)

D4 GENERAL CULVERT PROFILE

B4 RAILING DETAIL

A4 RAILING DETAIL

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CULV BEDDING, BOX CULV, WRAPPED IN GEOTEXTILE FABRIC

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12" THICK HEADWALL

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PROP. UPSTREAM INV=904.25 DOWNSTREAM INV=903.75

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PRECAST INTEGRAL HEADWALL

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CULV, PRECAST CONC BOX, 12 FOOT BY 7 FOOT, MODIFIED

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CULV, PRECAST CONC BOX, 12 FOOT BY 7 FOOT

AutoCAD SHX Text 908.37

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PIPE RAILING (SEE DETAIL)

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CULVERT BEDDING, 6A WRAPPED IN GEOTEXTILE

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PROP. PLAIN RIPRAP & GEOTEXTILE

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EXISTING GRADE

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PROP. AGGREGATE SURFACE COURSE

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REGRADE TO ENSURE PROPER FLOW (TYP.)

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ROAD STA. 0+75

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EXISTING BEAVER DAM

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#4 BARS HORIZONTAL

AutoCAD SHX Text 34"x6" DAYTON SUPERIOR F64 INSERTS @ 12" O.C.

AutoCAD SHX Text 34" BOLTx10" @ 12" O.C.

AutoCAD SHX Text 58"x6" DAYTON SUPERIOR F64 INSERTS

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3" STEEL PIPE

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(4) " BOLTS58" BOLTS

AutoCAD SHX Text 12"x14"x " STEEL PLATE12" STEEL PLATE

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(4) " BOLTS58" BOLTS

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3" STEEL PIPE

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

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

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SCALE:

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HORIZ.:

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VERT.:

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 1" = 5'

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SCALE: 1/2" = 1'-0"

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SCALE: 1" = 1'-0"

NOTE: ALL RAILINGS SHALL BE PRIMED AND PAINTED, CONFIRM COLOR WITH OWNER

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B4 TYPICAL CHECK DAM

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

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FLOW

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NOTES:

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PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY.

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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 AGGREGATE SURFACE COURSE, 6' DEPTH, CIP

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

EMBANKMENT, CIP

Sheets and Views

M12-02372 - IONIA-G100

M12-02372 - IONIA-C101

M12-02372 - IONIA-C501

M12-02372 - IONIA-C502

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