|
SOUTHWAYS
<br />STANDARD DETAIL SHEET
<br />-„1
<br />INV --935.5 AT Ft1
<br />7
<br />END t r
<br />Igo ;
<br />BOLLARD POST (TYP) \ j V r_ / 8” CONCRETE ! }
<br />{
<br />GENERATOR PAD
<br />GENERATOR t
<br />r I
<br />VALVE VAULT
<br />SEE SHEET
<br />I \ p 1I f t f SALVAGE 8
<br />\ r�,r REINSTALL STONE f
<br />\ WALL AS REQUIRED I
<br />It
<br />INV=933.17
<br />i
<br />4*HDPE FM (BY OTHERS) 1 �1 I t- 1 4 r 1 V 1 !t r,
<br />II 11 11 11—�-11 I g ` 1
<br />t 1f
<br />I I !
<br />S" LIFT STATIONPAD
<br />CONTROL PANEL t�
<br />f('
<br />SOUTHWAYS LPr T STATION
<br />7
<br />t�
<br />SEE SHEET XX
<br />VO
<br />jr�i
<br />t i y~ v
<br />If-
<br />/
<br />flt
<br />O i
<br />A
<br />A
<br />1 °
<br />it
<br />MH4 ( rfr V
<br />I
<br />8'SAN toy
<br />v
<br />v �
<br />-'-"' j'_�f' / A o
<br />TTY OF ORONO MINNESOTA
<br />NOTES:
<br />,aucmaanrvnaru,awa. svtaxwta,tnal•oarrvwsw■nwlo
<br />mn♦caunoEnprvoa suoFaunrwuurx.n utwaarua■sco
<br />' ` " r• „re anasr n�
<br />BOLTON
<br />2638 SHADOW LANE, SUITE 200
<br />CRASKA MINNESOTA 55318
<br />ou"v. XXX
<br />C ,
<br />SOUTHWAYS UFT STATION
<br />AND LISTED ON THE DEPARTMENTS EROSION CONTROL PRODUCT
<br />O 5 10
<br />H
<br />ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN REMOVING OR
<br />'
<br />\
<br />male: I9s2144s-e83s
<br />BIT DRIVEWAY \ \\
<br />1
<br />C3.01.
<br />SCALE FEET
<br />© FINISHED WE, INCLUDING POCKETS WHERE REQUIRED, SHALL EXTEND A
<br />ENGINEER'S NAME
<br />& M E NK
<br />En>eR: ChaskaQtwkon-menkcomXXX
<br />www.lwR-2' as-kuc a
<br />REMOVAL
<br />SITE PLAN
<br />,k
<br />0
<br />INSTALLATION NOTES:
<br />r
<br />SECTION IN INLETS SHALLOWER THAN 30", MEASURED
<br />SEAMS ALL AROUND SIDE
<br />FROM THE BOTTOM OF THE INLET TO THE TOP Of THE GRATE.
<br />t
<br />I
<br />F-1
<br />TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.
<br />I
<br />V
<br />PROPOSED 15" RCP CULVERT
<br />i
<br />OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING
<br />O�,"�
<br />VV
<br />z
<br />AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG,
<br />�
<br />v
<br />utijTEXTILE BAG
<br />En
<br />NOT TO SCALE
<br />�
<br />t
<br />r�
<br />v
<br />r
<br />A
<br />,t
<br />v
<br />C;8
<br />:4
<br />I
<br />Ir
<br />a
<br />O
<br />_I
<br />4 -p
<br />(UN p
<br />I I !
<br />S" LIFT STATIONPAD
<br />CONTROL PANEL t�
<br />f('
<br />SOUTHWAYS LPr T STATION
<br />7
<br />t�
<br />SEE SHEET XX
<br />VO
<br />jr�i
<br />t i y~ v
<br />If-
<br />/
<br />flt
<br />O i
<br />A
<br />A
<br />1 °
<br />it
<br />MH4 ( rfr V
<br />I
<br />8'SAN toy
<br />v
<br />v �
<br />-'-"' j'_�f' / A o
<br />TTY OF ORONO MINNESOTA
<br />CATEGORY 3 EROSION
<br />CONTROL BLANKET
<br />4"x4" TRENCH BACKFILLED
<br />OVER EROSION CONTROL BLANKET
<br />17-350
<br />6"-7" DIA STRAW OR WOOD—
<br />FIBER ROLL ENCLOSED IN
<br />PLASTIC OR POLYESTER NETTING
<br />DITCH CHECK - BIOROLL
<br />NOT TO SCALE
<br />FRZ,q F?sM
<br />ey4,M r
<br />N
<br />s POINT'A'
<br />8", 11ga STAPLES
<br />SPACED V-0" ON CENTER
<br />--2"x2"x18" LONG WOOD STAKES
<br />AT 2'-0" SPACING DRIVE THROUGH
<br />NETTING AND FIBER ROLL
<br />NOTE:
<br />POINT'A' MUST BE 1'-0" MIN HIGHER THAN
<br />POINT'B' TO ENSURE THAT WATER FLOWS OVER
<br />THE DITCH CHECK AND NOT AROUND THE ENDS
<br />DETAIL LOG BO LTV N
<br />ORONO PLATE NO: DITCH CHECK REVISIONS: DATE: & MEN K
<br />( ERO-002 - BIOROLL '
<br />I
<br />w; Real People. Real Solutions.
<br />ikFt Htl� -
<br />INLET SPECIFICATIONS ASPER
<br />THE PLAN DIMENSION LENGTH
<br />AND WIDTH TO MATCH
<br />GEOTEXTILE• iva.N'y'siii' ♦♦♦� ♦♦♦i.
<br />•• TABLESPEC. 3886, •••
<br />■■■■■�. t►'•! ��♦jam ��
<br />M�1y
<br />urao■ I■aur 7
<br />MACHINE SLICE
<br />• BE MADE FROM SINGLE__` �■■■: 78� ■ 4e♦moi
<br />PIECE OF nrn n •j♦i♦1`�'
<br />4-A" OVAL 11
<br />BE
<br />SIDE PANELS A�
<br />• I
<br />j
<br />FLAP
<br />NOTES:
<br />,aucmaanrvnaru,awa. svtaxwta,tnal•oarrvwsw■nwlo
<br />mn♦caunoEnprvoa suoFaunrwuurx.n utwaarua■sco
<br />' ` " r• „re anasr n�
<br />BOLTON
<br />2638 SHADOW LANE, SUITE 200
<br />CRASKA MINNESOTA 55318
<br />ou"v. XXX
<br />C ,
<br />SOUTHWAYS UFT STATION
<br />AND LISTED ON THE DEPARTMENTS EROSION CONTROL PRODUCT
<br />O 5 10
<br />H
<br />ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN REMOVING OR
<br />OR
<br />MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE
<br />male: I9s2144s-e83s
<br />,
<br />CURB BOX USE WOOD
<br />C3.01.
<br />SCALE FEET
<br />© FINISHED WE, INCLUDING POCKETS WHERE REQUIRED, SHALL EXTEND A
<br />ENGINEER'S NAME
<br />& M E NK
<br />En>eR: ChaskaQtwkon-menkcomXXX
<br />www.lwR-2' as-kuc a
<br />REMOVAL
<br />SITE PLAN
<br />FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2.4,
<br />0
<br />INSTALLATION NOTES:
<br />t0001X MM/OD/Y1'YY
<br />SECTION IN INLETS SHALLOWER THAN 30", MEASURED
<br />SEAMS ALL AROUND SIDE
<br />FROM THE BOTTOM OF THE INLET TO THE TOP Of THE GRATE.
<br />PIECES AND ON FLAP POCKETS
<br />CATEGORY 3 EROSION
<br />CONTROL BLANKET
<br />4"x4" TRENCH BACKFILLED
<br />OVER EROSION CONTROL BLANKET
<br />17-350
<br />6"-7" DIA STRAW OR WOOD—
<br />FIBER ROLL ENCLOSED IN
<br />PLASTIC OR POLYESTER NETTING
<br />DITCH CHECK - BIOROLL
<br />NOT TO SCALE
<br />FRZ,q F?sM
<br />ey4,M r
<br />N
<br />s POINT'A'
<br />8", 11ga STAPLES
<br />SPACED V-0" ON CENTER
<br />--2"x2"x18" LONG WOOD STAKES
<br />AT 2'-0" SPACING DRIVE THROUGH
<br />NETTING AND FIBER ROLL
<br />NOTE:
<br />POINT'A' MUST BE 1'-0" MIN HIGHER THAN
<br />POINT'B' TO ENSURE THAT WATER FLOWS OVER
<br />THE DITCH CHECK AND NOT AROUND THE ENDS
<br />DETAIL LOG BO LTV N
<br />ORONO PLATE NO: DITCH CHECK REVISIONS: DATE: & MEN K
<br />( ERO-002 - BIOROLL '
<br />I
<br />w; Real People. Real Solutions.
<br />ikFt Htl� -
<br />INLET SPECIFICATIONS ASPER
<br />THE PLAN DIMENSION LENGTH
<br />AND WIDTH TO MATCH
<br />GEOTEXTILE• iva.N'y'siii' ♦♦♦� ♦♦♦i.
<br />•• TABLESPEC. 3886, •••
<br />■■■■■�. t►'•! ��♦jam ��
<br />M�1y
<br />urao■ I■aur 7
<br />MACHINE SLICE
<br />• BE MADE FROM SINGLE__` �■■■: 78� ■ 4e♦moi
<br />PIECE OF nrn n •j♦i♦1`�'
<br />4-A" OVAL 11
<br />BE
<br />SIDE PANELS A�
<br />• I
<br />j
<br />FLAP
<br />DETAIL LOG BO LTO N
<br />0
<br />ORONO PLATE NO: INLET PROTECTION REVISIONS: DATE:
<br />J ERO-102 GEOTEXTILE BAG & M E N K''
<br />Real People. Real Solutions.
<br />NOTE:
<br />OWNER WILL SUPPLY PUMPS, LIFTING CHAINS, GUIDE RAILS, BRACKETS,
<br />ACCESS HATCH, CONTROL. PANEL AND PUMP CONTROLS.
<br />2. CONTRACTOR SHALL INSTALL ALL LIFT STATION AND VALVE VAULT ITEMS.
<br />THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO PUMPS, PIPING, ACCESS
<br />HATCH, CONTROL PANEL, PUMP CONTROLS AND ELECTRIC EQUIPMENT.
<br />3. ALL BOLTS AND HARDWARE INSIDE WET WELL
<br />AND VALVE MANHOLE SHALL BE 316 STAINLESS STEEL.
<br />4. COAL -TAR Epoxy COATING SHALL BE APPLIED TO ALL INTERNAL SURFACES
<br />IN WET WELL, CONCRETE OR METALLIC, INCLUDING ALL PIPING AND VALVES.
<br />S. ALL PRECAST SECTIONS SMALL BE TIED WITH BOLTED BRACKET (SEE
<br />DETAIL) AT EACH JOINT -4 AT 90' SPACING.
<br />6. STEEL VENT PIPE SHALL BE PRIME COATED BY FABRICATOR AND PAINTED
<br />WITH SHERWIN WILLIAMS ZEPHYR, SW 4020 OR EQUAL
<br />7. VERIFY SUBMERSIBLE PUMP PLACEMENT AND ALIGNMENT WITH PUMP
<br />MANUFACTURER.
<br />8. CONTRACTOR TO VERIFY ORIENTATION OF UFT STATION AND PIPING
<br />PRIOR TO INSTALLATION OF UFT STATION.
<br />9. ACCESS HATCH SIZE AND LOCATION SHALL BE VERIFIED WITH PUMP
<br />SUPPLIER.
<br />FLANGED COUPLING ADAPTER
<br />4" CV -
<br />4" PV
<br />HOSE CONNECTOR -
<br />SEE DETAIL
<br />4" PV -�
<br />4" MJ COUPLING
<br />4"x4"x4" WYE -,,"""4"
<br />4" — 4.,
<br />FORCEMAIN
<br />C EL=xxx
<br />FORCEMAIN UFT
<br />(BY OTHERS) STATION
<br />PAY REM
<br />NOTE:
<br />ESTE -PLAN DRAWING FOR
<br />CONTINUATION
<br />4" SCHEDULE 40 WELDED STEEL
<br />PIPE VENT WITH COLLAR
<br />NEENAH R -1755 -F2 ------T
<br />TOP 7" SLAB 1
<br />EL=XXX
<br />4" CHECK VALVE
<br />4" PLUG VALVE
<br />HOSE CONNECTOR (NORTH PIPE ONLY) -SEE DETAIL
<br />84" DIA ML I
<br />4" PLUG VALVE
<br />4" fORCEM- 50 - Tljf
<br />C/LE1930.50
<br />BASE 7' DIA OR
<br />7'x7' SQUARE, 6"THICK
<br />85@12"OC EW
<br />GROUT TO DRAM
<br />12" GRANULAR FLLL�
<br />PROVIDE SUPPORT
<br />4-
<br />4" DIA STEEL VENT PIPE
<br />-0'
<br />MJ 36"x36" ACCESS
<br />NPLING HATCH ABOVE
<br />NEW 60"/72" DIA
<br />r SUBMERSIBLE LIFT STATION
<br />1I CONTROL PAI
<br />i PUMPS
<br />8" INFLUENT 91/2'
<br />INV --925.00
<br />PLAN
<br />36"x36" ALUMINUM ACCESS HATCH VERIFY SIZE AND
<br />LOCATION WITH PUMP SUPPLIER
<br />CONTROL PANEL
<br />8" THICK
<br />PRECAST COVER
<br />EL=937.00 GRADE EL=XXX
<br />---PRECAST MANHOLE
<br />SECTIONS WITH R4 JOINTS
<br />LEAVE A 5' LOOP IN CABLE
<br />FOR MAINTENANCE PURPOSES
<br />FLOAT SUPPORT PROVIDE 25 LB COATED
<br />PEDESTAL CAST IRON WEIGHT WITH 1/8" DIA
<br />MIN. STAINLESS STEEL CABLE FOR MOUNTING
<br />LEVEL SENSORS
<br />—LIFTING CHAIN
<br />PUMP GUIDES
<br />FLOAT CONTROL (LYP)
<br />8"INFLUENT HIGH LEVEL ALARM
<br />BASE EL=920.00
<br />eR` •°?'fie. "L CAST 8'4"x81-0" SQUARE OR
<br />W DIA x 12" CONCRETE BASE
<br />(TYP) AROUND UFT STATION AND
<br />PROTRUDING REINFORCING
<br />yr n -o U w nr L-12" COMPACTED
<br />(8) BARS CAST INTO CONC BASE GRANULAR FILL
<br />4" DISCHARGE ELBOW
<br />SECTION
<br />DUPLEX PUMP LIFT STATION
<br />NOT TO SCALE
<br />(
<br />NOTES:
<br />BOLTON
<br />®IRITMOTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE
<br />XXX
<br />a�.w
<br />DIRECTION OF THE ENGINEER, MANUFACTURED ALTERNATIVES APPROVED
<br />8" USE 111.11 OR STEEL ROD
<br />AND LISTED ON THE DEPARTMENTS EROSION CONTROL PRODUCT
<br />FOR REMOVAL
<br />ACCEPTABILITY LIST MAY BE SUBSTITUTED. WHEN REMOVING OR
<br />OR
<br />MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT THE
<br />d'
<br />/ FOR INLETS WITH CAST
<br />SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL IN THE INLET.
<br />ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY.
<br />CURB BOX USE WOOD
<br />C1.01
<br />1 2x4, EXTEND 10" BEYOND
<br />WIDTH ON BOTH
<br />© FINISHED WE, INCLUDING POCKETS WHERE REQUIRED, SHALL EXTEND A
<br />J2" GRATE
<br />MINIMUM Of 10" AROUND THE PERIMETER TO FAQLiTATI MAINTENANCE OR
<br />SIDES, LENGTH VARIES,
<br />SECURE TO GRATE WITH
<br />REMOVAL
<br />WIRE OR PLASTIC TIES
<br />FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2.4,
<br />ENGINEER'S NAME
<br />�.�. xxlDtll MMJODIYYYY
<br />INSTALLATION NOTES:
<br />MINIMUM DOUBLE STITCHED
<br />SECTION IN INLETS SHALLOWER THAN 30", MEASURED
<br />SEAMS ALL AROUND SIDE
<br />FROM THE BOTTOM OF THE INLET TO THE TOP Of THE GRATE.
<br />PIECES AND ON FLAP POCKETS
<br />F-1
<br />TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.
<br />Y
<br />Q
<br />THE INSTALLED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE, BETWEEN THE
<br />INLET AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES,
<br />OF 3". WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING
<br />O�,"�
<br />PLASTIC ZIP TIES, TO ACHIEVE THE 3" CLEARANCE. THE TIES SHALL BE PLACED
<br />z
<br />AT A MAXIMUM OF 4" FROM THE BOTTOM OF THE BAG,
<br />INLET PROTECTION
<br />a
<br />utijTEXTILE BAG
<br />En
<br />NOT TO SCALE
<br />�
<br />DETAIL LOG BO LTO N
<br />0
<br />ORONO PLATE NO: INLET PROTECTION REVISIONS: DATE:
<br />J ERO-102 GEOTEXTILE BAG & M E N K''
<br />Real People. Real Solutions.
<br />NOTE:
<br />OWNER WILL SUPPLY PUMPS, LIFTING CHAINS, GUIDE RAILS, BRACKETS,
<br />ACCESS HATCH, CONTROL. PANEL AND PUMP CONTROLS.
<br />2. CONTRACTOR SHALL INSTALL ALL LIFT STATION AND VALVE VAULT ITEMS.
<br />THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO PUMPS, PIPING, ACCESS
<br />HATCH, CONTROL PANEL, PUMP CONTROLS AND ELECTRIC EQUIPMENT.
<br />3. ALL BOLTS AND HARDWARE INSIDE WET WELL
<br />AND VALVE MANHOLE SHALL BE 316 STAINLESS STEEL.
<br />4. COAL -TAR Epoxy COATING SHALL BE APPLIED TO ALL INTERNAL SURFACES
<br />IN WET WELL, CONCRETE OR METALLIC, INCLUDING ALL PIPING AND VALVES.
<br />S. ALL PRECAST SECTIONS SMALL BE TIED WITH BOLTED BRACKET (SEE
<br />DETAIL) AT EACH JOINT -4 AT 90' SPACING.
<br />6. STEEL VENT PIPE SHALL BE PRIME COATED BY FABRICATOR AND PAINTED
<br />WITH SHERWIN WILLIAMS ZEPHYR, SW 4020 OR EQUAL
<br />7. VERIFY SUBMERSIBLE PUMP PLACEMENT AND ALIGNMENT WITH PUMP
<br />MANUFACTURER.
<br />8. CONTRACTOR TO VERIFY ORIENTATION OF UFT STATION AND PIPING
<br />PRIOR TO INSTALLATION OF UFT STATION.
<br />9. ACCESS HATCH SIZE AND LOCATION SHALL BE VERIFIED WITH PUMP
<br />SUPPLIER.
<br />FLANGED COUPLING ADAPTER
<br />4" CV -
<br />4" PV
<br />HOSE CONNECTOR -
<br />SEE DETAIL
<br />4" PV -�
<br />4" MJ COUPLING
<br />4"x4"x4" WYE -,,"""4"
<br />4" — 4.,
<br />FORCEMAIN
<br />C EL=xxx
<br />FORCEMAIN UFT
<br />(BY OTHERS) STATION
<br />PAY REM
<br />NOTE:
<br />ESTE -PLAN DRAWING FOR
<br />CONTINUATION
<br />4" SCHEDULE 40 WELDED STEEL
<br />PIPE VENT WITH COLLAR
<br />NEENAH R -1755 -F2 ------T
<br />TOP 7" SLAB 1
<br />EL=XXX
<br />4" CHECK VALVE
<br />4" PLUG VALVE
<br />HOSE CONNECTOR (NORTH PIPE ONLY) -SEE DETAIL
<br />84" DIA ML I
<br />4" PLUG VALVE
<br />4" fORCEM- 50 - Tljf
<br />C/LE1930.50
<br />BASE 7' DIA OR
<br />7'x7' SQUARE, 6"THICK
<br />85@12"OC EW
<br />GROUT TO DRAM
<br />12" GRANULAR FLLL�
<br />PROVIDE SUPPORT
<br />4-
<br />4" DIA STEEL VENT PIPE
<br />-0'
<br />MJ 36"x36" ACCESS
<br />NPLING HATCH ABOVE
<br />NEW 60"/72" DIA
<br />r SUBMERSIBLE LIFT STATION
<br />1I CONTROL PAI
<br />i PUMPS
<br />8" INFLUENT 91/2'
<br />INV --925.00
<br />PLAN
<br />36"x36" ALUMINUM ACCESS HATCH VERIFY SIZE AND
<br />LOCATION WITH PUMP SUPPLIER
<br />CONTROL PANEL
<br />8" THICK
<br />PRECAST COVER
<br />EL=937.00 GRADE EL=XXX
<br />---PRECAST MANHOLE
<br />SECTIONS WITH R4 JOINTS
<br />LEAVE A 5' LOOP IN CABLE
<br />FOR MAINTENANCE PURPOSES
<br />FLOAT SUPPORT PROVIDE 25 LB COATED
<br />PEDESTAL CAST IRON WEIGHT WITH 1/8" DIA
<br />MIN. STAINLESS STEEL CABLE FOR MOUNTING
<br />LEVEL SENSORS
<br />—LIFTING CHAIN
<br />PUMP GUIDES
<br />FLOAT CONTROL (LYP)
<br />8"INFLUENT HIGH LEVEL ALARM
<br />BASE EL=920.00
<br />eR` •°?'fie. "L CAST 8'4"x81-0" SQUARE OR
<br />W DIA x 12" CONCRETE BASE
<br />(TYP) AROUND UFT STATION AND
<br />PROTRUDING REINFORCING
<br />yr n -o U w nr L-12" COMPACTED
<br />(8) BARS CAST INTO CONC BASE GRANULAR FILL
<br />4" DISCHARGE ELBOW
<br />SECTION
<br />DUPLEX PUMP LIFT STATION
<br />NOT TO SCALE
<br />(
<br />■mtmaa arrwsmaw�RVTaRAnax aHnoarrws•a •aao
<br />m���a�,rq�■�ryn•"xsbxpmnux,uanaarurnueo
<br />vu•ssronuensma•viwmr«suxsar,<sr�rearwrxasaw
<br />BOLTON
<br />-
<br />25385HAOOW LANE, SURE 200SHEET
<br />CHASKA, MINNESOTA 55318
<br />XXX
<br />a�.w
<br />CITY OF ORONO, MINNESOTA
<br />SOUTHWAYS LIFT STATION
<br />,—,
<br />t
<br />Ln
<br />>`
<br />m e` ((952) 448-
<br />lotl
<br />C1.01
<br />t
<br />a
<br />& M E N K
<br />EmadPI
<br />com
<br />`
<br />LIFT STATION DETAIL
<br />z
<br />e
<br />ENGINEER'S NAME
<br />�.�. xxlDtll MMJODIYYYY
<br />z
<br />—.bohoa-memk—
<br />U� c:
<br />a
<br />(-.F--- .-}— 3' LEVEL (MIN)
<br />—?-- 4" OVERLAP
<br />ANCHOR SLOT ALTERNATIVE
<br />1'SPACING
<br />ON STAPLES
<br />NOTE:
<br />ANCHOR, OVERLAP & STAPLE
<br />PER MANUFACTURER'S SPECIFICATIONS FOLD UNDER 6"
<br />EROSION CONTROL BLANKET INSTALLATION
<br />NOT TO SCALE
<br />DETAIL LOG BO LTO N
<br />ORONO PLATE NO: EROSION CONTROL REVISIONS: DATE:& MEN K
<br />a "
<br />ERO-200 BLANKET INSTALL
<br />'f t
<br />'mss Real People. Real Solutions.
<br />... 9Af 5 H�IY'{.
<br />3" MINUS WASHED—
<br />COARSE AGGREGATE
<br />(OR APPROVED EQUAL)
<br />18" MIN CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE -
<br />MnDOT TYPE V (3733) GEOTEXTILE FABRIC SHALL BE PLACED
<br />UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK
<br />ROCK CONSTRUCTION ENTRANCE
<br />NOT TO SCALE
<br />DETAIL LOG BO LTO N
<br />ORONO PLATE NO: ROCK REVISIONS: DATE:
<br />ERO-502 CONSTRUCTION > x & MEN K
<br />ENTRANCE
<br />Real People. Real Solutions.
<br />U
<br />ry
<br />CL
<br />41
<br />O
<br />8-2 N
<br />a
<br />W
<br />,—,
<br />z
<br />z
<br />Ln
<br />>`
<br />QW
<br />U�
<br />a
<br />'-0
<br />W
<br />A
<br />z
<br />Z
<br />FI
<br />z
<br />]
<br />U� c:
<br />a
<br />Lei
<br />F-1
<br />t/j
<br />Y
<br />Q
<br />ca�-p0
<br />O�,"�
<br />p
<br />z
<br />�
<br />U)
<br />a
<br />o
<br />En
<br />L.UV)
<br />OJ
<br />�
<br />w
<br />�
<br />A
<br />o
<br />N
<br />C;8
<br />:4
<br />3
<br />a
<br />O
<br />_I
<br />4 -p
<br />(UN p
<br />�
<br />J
<br />�
<br />�z
<br />W
<br />=
<br />wz�
<br />-0
<br />w
<br />in
<br />z
<br />z
<br />z
<br />W
<br />LIQ
<br />-C
<br />O
<br />_ 3 0 :
<br />~
<br />101
<br />V'
<br />U
<br />ry
<br />CL
<br />41
<br />O
<br />8-2 N
<br />L L •CT
<br />0 U C
<br />>`
<br />QW
<br />p
<br />U 0 0
<br />Z
<br />U� c:
<br />U
<br />�0,c
<br />aEag
<br />ca�-p0
<br />p
<br />aC
<br />0
<br />En
<br />L.UV)
<br />OJ
<br />C
<br />N
<br />E�
<br />e
<br />00
<br />3
<br />i
<br />N
<br />4 -p
<br />(UN p
<br />0
<br />L _
<br />i
<br />-0
<br />in
<br />L N
<br />-c 0
<br />-C
<br />_ 3 0 :
<br />
|