|
RD B�=� TYPICAL SECTION
<br />BENIND cu. (ttP PUBLIC STREET
<br />D• NO
<br />t5'
<br />tt1P5g4 SEED k uuC
<br />1 ___jfP6EN OtDiA 3
<br />6• coxasTE
<br />MI
<br />.N - ---7 -- N. s
<br />... cE s Acct
<br />CONRCREtE CURB tl41C:
<br />AND 86te CONCRETE CURB AND CUTTER
<br />i0P OF CURB ALL BE PLACED ARCUND NAX,
<br />0' gFLOW
<br />AT ME ENDS OF DRIVES, AND
<br />STREET'[ NEAR STDRM SEWER STRUCTURES,
<br />PAVEMENT SECTION
<br />1 NY NWSNi�<N LOAN COURSE, MVWE 45035C
<br />R" B TUM NOUS BASE COURSE. -W 350350
<br />TYPICAL SECTION
<br />BLOCK NO.
<br />�-- VARIES -+
<br />2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTUNED BELOW.
<br />I(FRONT SETBACK)
<br />LOT N0.
<br />DRIVEWAY
<br />HOUSE TYPES
<br />I °,�
<br />SOG -SLAB ON GRADE
<br />2r 0 -�
<br />3
<br />28.0
<br />E
<br />BEHIND CURB ( *w
<br />I E DRAINAGE & UTILITY-
<br />EASEMENT
<br />4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING.
<br />C E t /.'
<br />PIDN FDCT
<br />iD
<br />2
<br />6" TOPBgL SEED k uuCCx
<br />Tw
<br />FINISHED GROUND
<br />ELEVATION
<br />7
<br />6. ALL SOILS WALL BE COMPACTED PER SPECIFICATIONS.
<br />POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR
<br />7. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN.
<br />8. COMPLETE SITE GRADING PER PLAN.
<br />IT
<br />LOWEST FLOOR
<br />3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200
<br />10. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS.
<br />LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY
<br />11. STA8IUZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION
<br />Nln. 3 a. s Acc. BASE
<br />ELEVATION
<br />4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION
<br />m
<br />WAIHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.
<br />GARAGE ELEVATION
<br />9128
<br />AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY
<br />Ar4DCCUTTER
<br />GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE
<br />1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES
<br />PERMIT AFTER COMPLETION OF
<br />I O
<br />? D ow
<br />s Tr
<br />2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
<br />MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN
<br />NUMBER OF STEPS
<br />SOG
<br />SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER
<br />3. BMPS REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA
<br />PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION STE EROSION
<br />APPROVED METHODS AND /OR AS SHOWN ON THE EROSION CONTROL PUN.
<br />RECOMMENDED
<br />2 SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE
<br />4. ALL EROSION AND SEDIMENT CONTROL FACIUTIES (BMP'S) SHALL BE INSTALLED AND IN
<br />UPGRADE LAND DISTURBING ACTIVITIES BEGIN.
<br />OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK
<br />PAVEMENT SECT10N
<br />GARAGE SIDE
<br />TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT
<br />AREA THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR
<br />NQH-
<br />CHUTE 0.AAA
<br />CUTTER
<br />1.sNU IDUM.CUs DAR CDURBt, MVwE .5.1.
<br />4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING
<br />S. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE
<br />ND
<br />�6i81CB m ARwNO NAnll.
<br />NEAP STOIiN� N£F IS RuA&S.
<br />2• BITUMINOUS BASE COURSE, Lww 35035C
<br />s- ass s AccRECATE BASE
<br />COMPACTED suBDRADE
<br />FNISHED ELEVATION
<br />® LOT CORNER
<br />F _ _ _ _
<br />z S
<br />zA c
<br />RD B�=� TYPICAL SECTION
<br />BENIND cu. (ttP PUBLIC STREET
<br />D• NO
<br />t5'
<br />tt1P5g4 SEED k uuC
<br />1 ___jfP6EN OtDiA 3
<br />6• coxasTE
<br />MI
<br />.N - ---7 -- N. s
<br />... cE s Acct
<br />CONRCREtE CURB tl41C:
<br />AND 86te CONCRETE CURB AND CUTTER
<br />i0P OF CURB ALL BE PLACED ARCUND NAX,
<br />0' gFLOW
<br />AT ME ENDS OF DRIVES, AND
<br />STREET'[ NEAR STDRM SEWER STRUCTURES,
<br />PAVEMENT SECTION
<br />1 NY NWSNi�<N LOAN COURSE, MVWE 45035C
<br />R" B TUM NOUS BASE COURSE. -W 350350
<br />CE STREET -
<br />LOT INFORMATION
<br />(TYPICAL SECTION NOT TO SCALE)
<br />z z z
<br />F
<br />0 0 0 0
<br />LOT PROFILE _
<br />DIRECDON OF FLOW _
<br />STREET PROFILES -- --
<br />DIRECTIONOW ON STREET
<br />0.5
<br />0.5'
<br />LOT BENCHING DETAIL
<br />NO SCALE
<br />PHASE SEQUENCE
<br />CONSTRUCTION ACTIVITY REQUIREMENTS
<br />BLOCK NO.
<br />�-- VARIES -+
<br />2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTUNED BELOW.
<br />I(FRONT SETBACK)
<br />LOT N0.
<br />I
<br />HOUSE TYPES
<br />I °,�
<br />SOG -SLAB ON GRADE
<br />L I-
<br />-i
<br />2. INSTALL CONSTRUCTION ENTRANCE
<br />3. IN STALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE).
<br />ERI
<br />I
<br />i E
<br />CE STREET -
<br />LOT INFORMATION
<br />(TYPICAL SECTION NOT TO SCALE)
<br />z z z
<br />F
<br />0 0 0 0
<br />LOT PROFILE _
<br />DIRECDON OF FLOW _
<br />STREET PROFILES -- --
<br />DIRECTIONOW ON STREET
<br />0.5
<br />0.5'
<br />LOT BENCHING DETAIL
<br />NO SCALE
<br />PHASE SEQUENCE
<br />CONSTRUCTION ACTIVITY REQUIREMENTS
<br />1, THE SIZE OF EACH FILL OPERATION SHALL BE LIMITED TO 10 ACRES PRIOR TO STABILIZATION.
<br />2. EACH PHASE WALL CONSIST OF THE GRADING SEQUENCE OUTUNED BELOW.
<br />A EROSION PREVENTION PRACTICES
<br />1. THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS,
<br />GRADING ET I N.F
<br />HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION.
<br />1. DETERMINE SIZE OF FILL AREA BASED ON AVAILABLE SOIL
<br />THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS,
<br />2. INSTALL CONSTRUCTION ENTRANCE
<br />3. IN STALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE).
<br />ERI
<br />STAKES, SIGNS, STET FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS.
<br />4. STRIP TOPSOIL, STOCKPILE AND STABILIZE IN BERM FOR FUTURE SPREADING.
<br />2. ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER
<br />S. DIG TEMPORARY SEDIMENT BASIN, BASIN TO BE 1800 CF /ACRE OF AREA STRIPPED. CLEAN TEMP
<br />CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED
<br />BASIN ONCE 50X FULL
<br />WITHIN 7 DAYS. THESE AREAS INCLUDE POND S1DE SLOPES, EXPOSED SOIL AREAS WITH A
<br />6. ALL SOILS WALL BE COMPACTED PER SPECIFICATIONS.
<br />POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR
<br />7. MAINTAIN DRAINAGE DURING GRADING OPERATION TO TEMPORARY SEDIMENT BASIN.
<br />8. COMPLETE SITE GRADING PER PLAN.
<br />OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER.
<br />9. RESPREAD TOPSOIL MAINTAIN A MINIMUM OF 4" DEPTH.
<br />3. THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200
<br />10. MAINTAIN DRAINAGE TO TEMP SEDIMENT BASIN UNTIL NEXT PHASE BEGINS.
<br />LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY
<br />11. STA8IUZE DENUDED AREAS AND STOCKPILES WITHIN TIME FRAME LISTED IN EROSION PREVENTION
<br />SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER).
<br />PRACTICES
<br />4. PIPE OUTLETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION
<br />GETNFRAI NOTES
<br />WAIHIN 24 HOURS OF CONNECTION TO A SURFACE WATER.
<br />1. CONTRACTOR TO ADHERE TO ALL REOIREMENTS OF THE MINNESOTA POLLUTION CONTROL
<br />B. SEDIMENT CONTROL PRACTICES
<br />AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY
<br />GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION THE TIME REQUIRED BY THE
<br />1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES
<br />PERMIT AFTER COMPLETION OF
<br />AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR
<br />SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES
<br />2. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
<br />MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN
<br />PROGRESS.
<br />SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER.
<br />SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER
<br />3. BMPS REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA
<br />PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION STE EROSION
<br />APPROVED METHODS AND /OR AS SHOWN ON THE EROSION CONTROL PUN.
<br />AND SEDIMENT CONTROL PLANNING HANDBOOK.
<br />2 SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE
<br />4. ALL EROSION AND SEDIMENT CONTROL FACIUTIES (BMP'S) SHALL BE INSTALLED AND IN
<br />UPGRADE LAND DISTURBING ACTIVITIES BEGIN.
<br />OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK
<br />3. THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT
<br />DAMS AND TEMPORARY 9LT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC
<br />TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT
<br />AREA THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR
<br />PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE
<br />EROSION HAS PASSED.
<br />4. CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING
<br />S. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE
<br />CONSTRUCTION UNTIL ALL SOURCES NTH POTENTIAL FOR DISCHARGING TO THE INLET HAVE
<br />CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS
<br />BEEN STABILIZED.
<br />DICTATE THE PERMITTEE SHALL ANTICIPATE THAT MORE BMI WALL BE NECESSARY TO ENSURE
<br />EROSION AND SEDIMENT CONTROL ON THE STE DURING THE COURSE OF CONSTRUCTION, IT IS
<br />5. TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF
<br />ME RESPONSBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
<br />THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER
<br />CREATED BY CONSTRUCTION ACTIVITIES AND /OR CUMATIC EVENTS AND TO PROVIDE ADDITIONAL
<br />CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES.
<br />ELI OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE
<br />NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES.
<br />6. CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN
<br />6. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT
<br />OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND /OR AS SHOWN ON
<br />THE EROSON CONTROL PLAN.
<br />WITHIN THE DRIP LINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS.
<br />C. DEWATERING AND SURFACE DRAINAGE
<br />7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO
<br />HELP FILTER RUNOFF.
<br />1. DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT
<br />LADEN DISCHARGE WATER MUST BE DISCHARGED TO AN APPROVED SEDIMENT BASIN ON THE
<br />B. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS.
<br />PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN
<br />LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE DO NOT BACK- BLADE LEAVE A
<br />PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE
<br />SURFACE ROUGH TO MINIMIZE EROSION.
<br />BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR
<br />DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE
<br />9. TEMPORARY SEED SHALL BE DONE IN ACCORDANCE TO MNDOT 2575 A 387.
<br />ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED
<br />OVER NATURAL ROCK RIP RAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY
<br />10. PERMANENT TURF RESTORATION SHALL BE DONE IN ACCORDANCE WITH MNDOT 2575 @ 3876.
<br />DISSIPATION MEASURES.
<br />11. SLOPES AT 3:1 OR STEEPER, AND /OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND
<br />2. ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE
<br />HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH
<br />NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE
<br />TACKIFER MULCH.
<br />IMPACT TO THE WETLAND.
<br />12. THE CONTRACTOR SHALL REMOVE ALL SOILS AND SEDIMENT TRACKED ONTO EXISTING STREETS
<br />D. INSPECTIONS AND MAINTENANCE
<br />AND PAYED AREAS.
<br />1. THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY
<br />13. IF BLOWING DUST BECOMES A NUISANCE. THE CONTRACTOR SHALL APPLY WATER FROM A TANK
<br />SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT
<br />TRUCK TO ALL CONSTRUCTION AREAS
<br />OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN
<br />WRITING AND RETAINED PER M.P.C.A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION
<br />14. WITHIN 7 DAYS OF COMPLETION OF THE SITE GRADING OPERATIONS THE ENTIRE SITE (EXCEPT
<br />MAY REQUIRE A MORE FREQUENT INTERVAL OF INSPECTION.)
<br />ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL INSTALLED
<br />AROUND ALL PONDS.
<br />E. POLLUTION PREVENTION MANAGEMENT MEASURES
<br />15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF
<br />1. SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS.
<br />WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE
<br />TEMPORARY MEASURES ARE NO LONGER NEEDED.
<br />2. HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A. REGULATIONS.
<br />3. EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF
<br />THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE
<br />P18NEERengineering'
<br />DECREASING IS ALLOWED ON SITE.
<br />ava,EnclN6rxs ,•.ro>•TANNVts wro.nmverLRS (651) 681 -1914
<br />Ifi_ c4,iry mat w: Plan waty�Ba.w Try Nam `
<br />Rcvili -I
<br />2422 Enterprise Drive Fax: 681 -9488
<br />owe„ y air sDycTVsiPn a w1I
<br />w T. cnrrNc
<br />Mendota Heights, MN 55120 eer m
<br />www.pion eng.eo
<br />m a dwy Lire M PTDf.'si l Eng.-
<br />Dnde tews DffC E_DfMinn w.
<br />RCg.ND. 19860 Datc 04- 242813
<br />©2013 Pi- Engine g, P.A.
<br />O yJPF'PIP
<br />jeJeG
<br />FINISHED GRADE
<br />GRADING GRADE
<br />SOIL N
<br />0
<br />-_ 0LMIN.
<br />SLAB ON GRADE
<br />NO SCALE
<br />L.1
<br />J>
<br />~W
<br />If o w
<br />�qk
<br />10: 1
<br />3
<br />MIN. 2' COMPACTED q
<br />CLAY LINER.
<br />STORM WATER BASIN SECTION
<br />TEMP ROCK CONSTRUCTION ENTRANCE
<br />72'
<br />1
<br />1
<br />NIL 0.5' TOPSOIL GRADING GRADE
<br />VARIES
<br />PROPOSED FINISHED GRADE
<br />EXISTING GRADE
<br />I -
<br />Galvanized J bolt
<br />w/ wing nut
<br />CATCHBASIN INSERT
<br />SELECT BACKFILL) \\ // LIMIT OF SUBGRADE EXCAVATION
<br />MATERIAL SELECT BACKFILL
<br />MATERIAL \Sj p,6t- P�RIP�
<br />COMPACTED BACKFILL sX ON M/
<br />r
<br />NON- SELECT BACKFILL MATERIAL
<br />NON - SELECT MA
<br />BACKFILL MATERIAL MAX' COMPACTED BACKFILL
<br />COMPACTED BACKFILL MAX
<br />MIN. ryD
<br />BOTTOM OF UNSTAB E MATERIAL
<br />SUBGRADE CORRECTION DETAIL
<br />NO SCALE
<br />21.604 DIA.
<br />$ S O
<br />_ .225 CK
<br />Silt Fabric Sleeve
<br />per MnDOT special
<br />o provision 3886
<br />25. DIA.
<br />25.681 DIA.
<br />26.806 DIA.
<br />TAH O.D.
<br />27" INFRASAFE SEDIMENT CONTROL BARRIER -DG
<br />(FOR USE WITH DITCH GRATE INLET CASTINGS)
<br />STANDARD DETAIL
<br />DETAILS I MEADOWACREEK BUILDERS
<br />LANE NORTH
<br />BENCH MARK
<br />DOUBLE SPIKE EAST FACE OF POWER
<br />POLE WEST OF FILLMORE STREET NW.
<br />50 FT SOUTH OF 178TH AVE. NW.
<br />ELEV- 897.82
<br />TRIPLE SPIKE EAST FACE OF POWER
<br />POLE NW QUADRANT OF FILLMORE
<br />STREET AND 175TH AVE. NW.
<br />ELEV= 909.73
<br />00-ENG-1 13027- SEIEFF -DTL
<br />KLIEVER LAKE FIELDS 4TH ADDITION 9 0 1 F 9
<br />EL.K RIVER, MINNESOTA
<br />
|