Drawings.pdf

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PROJECT LOCATION

MACKINAC COUNTY

SECTION 15 T44 N, R07 W

PROJECT LOCATION

MACKINAC COUNTY

MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET

FIBRON TROUT POND CROSSING

HENDRICKS TOWMSHIP, MICHIGAN

FILE NO.: 751/18307.TAP

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

FILE NO.: 751/18307.TAP

PROJECT TITLE SHEETG100

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T44N,R7W

DETAILSC501

GENERAL NOTES:

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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

AutoCAD SHX Text MDNR FIBRON TROUT POND ROB SHIELDS 906-630-5092 MICHIGAN DEPARTMENT OF NATURAL RESOURCES

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LITTLE LAKE

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REXTON LAKE

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REAGAN LAKE

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FIBORN POND

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 PRE-ENGINEERED BRIDGE AND FOOTING SYSTEM, 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 STRUCTURE 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 WORK..

EXISTING

SUMMARY OF HYDRAULIC ANALYSIS

PROPOSED

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ROAD PROFILE

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GENERAL PLAN OF SITE

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CULVERT PROFILE

LEGEND

GENERAL NOTES:

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P.O.E. STATION=3+24.95 NORTHING=527435.2887 EASTING=26712661.7211

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P.O.B. STATION=1+50.00 NORTHING=527307.4541 EASTING=26712543.1453

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AGGREGATE SURFACE

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12" OF 6A CULVERT BEDDING

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W/GEOTEXTILE FABRIC SEPARATOR

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EXISTING GROUND

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ROAD

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2' BEYOND CULVERT FOOTPRINT

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AutoCAD SHX Text PROPOSED 96"x65' LONG CMP PIPE CULVERT

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EXISTING GRADE @ CENTERLINE ROADWAY

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PROP. AGGREGATE SURFACE AT CULVERT TRENCH TO TOP OF CULVERT

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1 (MAX.)

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APPROX. LIMITS OF EXCAVATION

AutoCAD SHX Text PROPOSED 96"x45' LONG CMP PIPE CULVERT

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2' BEYOND CULVERT FOOTPRINT

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12" OF 6A CULVERT BEDDING

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W/GEOTEXTILE FABRIC SEPARATOR

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PROP. GRADE @ CENTERLINE OF ROADWAY

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P.O.B. STA. 1+50

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P.O.E. STA. 3+25

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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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CHANNEL IN

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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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SCALE:

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HORIZ.:

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VERT.:

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SCALE: 1" = 20'

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SCALE:

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HORIZ.:

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( IN FEET )

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GRAPHIC SCALE

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PROPOSED PLAIN RIPRAP AND GEOTEXTILE FABRIC (TYP.)

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PROP. AGGREGATE SURFACE COURSE

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EDGE OF WATER

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QUARRY LANE

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FLOW DIRECTION

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EXISTING DAM

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SILT FENCE

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UNDERGROUND TELEPHONE

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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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PROJECT LIMITS

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PROJECT LIMITS

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PROJECT LIMITS

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PROJECT LIMITS

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APPROX. EXCAVATION LIMITS

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PROP. CONSTRUCTION

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DRAINAGE AREA DETERMINED BY EGLE = 4.1 SQUARE MILES

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%%USITE DEMOLITION NOTES:

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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 RESPECTIVE UTILITY COMPANY OR OWNER. 2. ALL REMOVALS AND TRANSPORTATION OF 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 REMOVALS SHALL BE COMPLETED TO DESCRIBED LIMITS AND ARE TO BE INCLUDED IN THE LUMP SUM CONTRACT. 4. CONTRACTOR SHALL PROVIDE CONSTRUCTION CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING/LAYOUT. 5. ALL PERMITS ARE THE RESPONSIBILITY OF THE ALL PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 6. PROPERTY BOUNDARIES ARE FOR PROPERTY BOUNDARIES ARE FOR REPRESENTATION PURPOSES ONLY AND MUST BE VERIFIED BY THE CONTRACTOR. 7. SITE WILL REQUIRE CLEARING, STRIPPING OF SITE WILL REQUIRE CLEARING, STRIPPING OF MUCK AND UNSUITABLE SOILS PRIOR TO FILLING AND CONSTRUCTION.

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WETLAND IMPACT AREA = 590 SFT

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WETLAND IMPACT AREA = 986 SFT

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1. THE CONTRACTOR SHALL LOCATE ALL ACTIVE UNDERGROUND UTILITIES PRIOR TO STARTING WORK AND SHALL CONDUCT HIS 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 CONSTRUCTION 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 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 PROPOSED STRUCTURE. IF DEBRIS 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 IN ACCORDANCE WITH THE "MICHIGAN 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 AREA AS NECESSARY TO FINISH THE WORK. 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 OF SIZE. 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 PLACED ON 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 ONLY AND 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; DURING REMOVAL AND INSTALLATION OF PROPOSED CULVERT AND GRADING. 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. 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. EXISTING ACCESS ROADS TO PROJECT SITE MUST BE RETURNED TO EXISTING OR BETTER CONDITION AFTER CONSTRUCTION COMPLETION. 13. EXISTING ACCESS ROADS TO PROJECT SITE MUST BE RETURNED TO EXISTING OR BETTER CONDITION AFTER CONSTRUCTION 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 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 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. 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. SUBSTRUCTURE CONCRETE SHALL CONFORM TO MDOT GRADE S1 (4000 PSI) SUBSTRUCTURE CONCRETE SHALL CONFORM TO MDOT GRADE S1 (4000 PSI) 18. CULVERT MATERIAL AND INSTALLATION MUST CONFORM TO A MDOT CLASS "A" CULVERT (SEE DIVISION 4 OF CURRENT MDOT CULVERT MATERIAL AND INSTALLATION MUST CONFORM TO A MDOT CLASS "A" CULVERT (SEE DIVISION 4 OF CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION) 19. ALL SURFACE AREA DISTURBED BY THE CONSTRUCTION SHALL BE SUBJECT TO RESTORATION AND STABILIZATION, INCLUDING 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.

AutoCAD SHX Text NOTE: UPSTREAM END OF CULVERT SHALL HAVE INSTALLED A 2700 MM CONE SECTION, POWEDER COATED BY BEAVERCONE PRODUCTS (905) 991-1509 OR APPROVED EQUAL

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CONE END SECTION, SEE NOTE

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EXISTING TREE LINE (TYP.)

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PROPOSED SILT FENCE (TYP.)

CLEARING LIMITS, AS NEEDED (TYP. - SEE NOTES

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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.

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 23A AGGREGATE SURFACE COURSE, 6" DEPTH, CIP

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

EMBANKMENT, CIP