Drawings.pdf

PROJECT LOCATION

LUCE COUNTY

SECTION 31 & 32 T50N, R8W

PROJECT LOCATION

LUCE COUNTY

GENERAL NOTES:

MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET

CULHANE CREEK CROSSING

MCMILLAN TOWNSHIP, MICHIGAN

FILE NO.: 751/18305.TAP

GENERAL PLAN AND PROFILE

INDEX OF SHEETS

C101

NUMBER SHEET NAME

CONTACT LIST:

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ROBERT C. HALL, RA, NCARB, DIRECTOR

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

C501 CULVERT DETAILS

FILE NO.: 751/18305.TAP

PROJECT TITLE SHEETG100

LUCE COUNTY ROAD VICINITY MAP

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C502 DETAILS

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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 THOMAS PAWLOWSKI MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT & BUDGET

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MDNR CULHANE CREEK KEITH MAGNUSSON MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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NO SCALE

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LITTLE PIKE LAKE

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BARCLAY LAKE

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ROUND LAKE

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LITTLE LAKE

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BODI LAKE

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MUSKRAT LAKES

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PARCELL LAKES

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SECTION FIVE LAKE

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SECTION FOUR LAKE

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DRY LAKES

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 PROPOSED IMPROVEMENTS COVERED BY THESE PLANS ARE IN ACCORDANCE WITH AASHTO: A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, 2004. THE EXISTING STRUCTURE SHALL BE CHECKED AT THE TIME OF STARTING CONSTRUCTION TO SEE THAT ITS RELATIONSHIP TO THE PROPOSED 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 PROPOSED 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 53, 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 PROPOSED 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.

CONTROL POINT DATA

SOIL BORING DATA

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GENERAL NOTES:

A2

GENERAL PROFILE

C2

GENERAL PLAN OF SITE

EXISTING

SUMMARY OF HYDRAULIC ANALYSIS

PROPOSED

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PLAN AND

PROFILE

C101

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WATER EL.=646.60

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PROP. CULV THREE-SIDED 20 FOOT BY 4 FOOT

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SUBSTRUCTURE CONC. (TYP.)

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RIPRAP, GROUTED @ FOOTINGS

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FOOTING BEDDING, BOX CULVERT, WRAPPED IN GEOTEXTILE FABRIC

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BACKFILL, STRUCTURE, CIP

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CULVERT STA. 3+50

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EXISTING GRADE

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P.O.B. STA. 1+00

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P.O.B. STA. 5+00

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EDGE OF WATER

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EDGE OF WETLAND

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( IN FEET )

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GRAPHIC SCALE

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PROJECT LIMITS

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SILT FENCE

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EXISTING R.O.W.

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UNDERGROUND TELEPHONE

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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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TELEPHONE PEDESTAL

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BENCH MARK

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CONTROL POINT

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GUY WIRE

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LIGHT POLE

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UTILITY POLE

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SOIL BORING

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SB-1

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OVERHEAD ELECTRIC

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SCALE:

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HORIZ.:

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VERT.:

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SCALE: 1" = 30'

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1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO 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 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 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 MEASURES SHALL BE TAKEN TO PREVENT DEBRIS FROM FALLING FROM THE EXISTING OR PROPOSED 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 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. (2012 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 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 WITHIN THE 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 AND 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 BE 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 QUALITY. 11. TRAFFIC DOES NOT NEED TO BE MAINTAINED; DURING REMOVAL AND INSTALLATION OF TRAFFIC DOES NOT NEED TO BE MAINTAINED; DURING REMOVAL AND INSTALLATION OF PROPOSED CULVERT AND GRADING. CONTRACTOR TO PROVIDE ADVANCED WARNING SIGNAGE THAT BRIDGE IS OUT ON TRAIL AND AT INTERSECTIONS FROM EACH DIRECTION OF THE CROSSING. SIGNAGE TO CONFORM TO MDOT 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND APPLICABLE STANDARD DETAILS. MINIMUM OF 4 TYPE III BARRICADES (LIGHTED) WILL BE UTILIZED ON EACH SIDE OF STRUCTURE LOCATED NEAR CONSTRUCTION LIMITS. EXISTING ACCESS ROADS TO PROJECT SITE MUST BE RETURNED TO EXISTING OR BETTER CONDITION AFTER CONSTRUCTION COMPLETION. 12. ANY ADDITIONAL CLEARING OUTSIDE OF THE GRADING LIMITS MUST BE APPROVED 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 CONSTRUCTION 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 PROPOSED 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 TO ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABALIZATION, INCLUDING BUT NOT LIMITED TO 4" TOPSOIL, SEED, MULCH AND FERTILIZER.

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EDGE OF WATER

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1. 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 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 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 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 SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION.

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EX. 17"X20' TIMBER STRUCTURE (TO BE REMOVED AND DISPOSED OF OFF SITE)

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PROJECT LIMITS

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PROJECT LIMITS

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PROJECT LIMITS

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FLOW DIRECTION

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PROP. EDGE OF GRAVEL

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PROP. CONSTRUCTION

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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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(FEET)

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FT/S

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DOWNSTREAM

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CHANNEL IN

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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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EXISTING GROUND ELEVATION

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PROPOSED ROAD ELEVATION

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PROPOSED GRADE

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APPROX. EXCAVATION LIMITS

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PROP. CULV. THREE-SIDED 20 FOOT BY 4 FOOT

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EDGE OF WETLAND

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EDGE OF WATER

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PROP. AGGREGATE SURFACE COURSE

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PROPOSED PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)

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DRAINAGE AREA AS DETERMINED BY EGLE = 3.8 SQ. MILES

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WETLAND IMPACT AREA 448 SFT

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WETLAND IMPACT AREA 448 SFT

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FILL PER STANDARD ROAD SECTION

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SILT FENCE, TYP.

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PROPOSED CLEARING LIMITS, TYP. (AS NEEDED)

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CULVERT FOUNDATION PLAN

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CULVERT PLAN

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FOOTING SECTION

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RAILING DETAIL

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RAILING DETAIL

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KEYWAY EL.=644.05'

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T.O.F. EL.=644.30'

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B.O.F. EL.=642.30

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(8) EA062508 BARS TOP & BOTTOM

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12" LEG OF PRECAST CULVERT

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EA040508 @ 12" O.C. TOP & BOTTOM

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(8) EA062508 (T&B)

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EA040508

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PRECAST HEADWALL (TYP.)

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CULV, PRECAST THREE-SIDED 14 FOOT BY 5 FOOT ("LOW SPAN" CULVERT)

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CULVERT

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MEMBRANE, PREFORMED WATERPROOFING OVER TOP & SIDES ON ENTIRE STRUCTURE

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EX. WATER ELEV.=646.40 5-24-2019

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PROP. CULV. THREE-SIDED 20 FOOT BY 4 FOOT

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EXISTING GRADE

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FOOTING BEDDING, BOX CULVERT, WRAPPED IN GEOTEXTILE FABRIC

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SUBSTRUCTURE CONC. (TYP.)

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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:

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HORIZ.:

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VERT.:

AutoCAD SHX Text 1" = 10'

AutoCAD SHX Text 1" = 10'

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

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

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

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

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SCALE: 1" = 1'-0"

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PIPE RAILINGS BOTH SIDES OF CULVERT PER DETAILS A4 AND B4 ON SHEET C501

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

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CONCRETE CURB HEADWALL, SEE RAILING DETAILS

AutoCAD SHX Text NOTE: PRE-ENGINEERED THREE SIDED BOX CULVERT SHALL BE DESIGNED TO ACCOMMODATE HL-25 LOADING. THIS LOADING INCLUDES THE DESIGNED DEAD LOADS FROM FILL MATERIALS SHOWN IN THESE PLANS. THE CULVERT IS TO BE DESIGNED, CONSTRUCTED AND INSTALL IN ACCORDANCE WITH ALL RELEVANT MDOT STANDARDS. THE CULVERT SHALL ALSO BE INSTALL PER THE MANUFACTURERS SHOP DRAWINGS AND RECOMMENDATIONS. SHOP DRAWINGS FOR CULVERT SHALL BE SEALED BY A PROFESSIONAL ENGINEER, CURRENTLY LICENSED IN MICHIGAN.

NOTE: CONTRACTOR MAY PROVIDE A PRE-ENGINEERED FOOTING SOLUTION THAT IS EQUAL OR BETTER TO THE POURED SPREAD FOOTING DESIGN. THIS SOLUTION MUST BE APPROVED BY THE ENGINEER OF RECORD.

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DEWATERING TYPICAL A3

SILT FENCE TYPICAL

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STRAW BALE CHECK

SIDE AND TOP HEADERTOE HEADER

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RIPRAP HEADER DETAILS

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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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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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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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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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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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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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WOODEN STAKE

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OR REBAR DRIVEN

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THROUGH BALE.

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PLAN

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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 23A 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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EMBANKMENT, CIP

WHERE FILL IS REQUIRED ABOVE EXISTING BASE UNDER PROPOSED SURFACE AGGREGATE, CONTRACTOR TO UTILIZE MDOT CLASS III FILL.