|
•
<br />RINGS (3 MIN., 1.0' MAX.
<br />OF RINGS & MORTAR).
<br />I/2'_ MORTAR ON OUTSIDE,
<br />BEETTWWEEN RINGS, CASTING &
<br />MANHOLE FINISH SMOOTH
<br />ON THE INSIDE.
<br />NO MORTAR ON INSIDE.
<br />PRECAST COVER SLAB
<br />(TYPE 2)
<br />2 STRIPS BmiMASTIC
<br />SEAL ON SLAB
<br />JOINTS, NO CEMENT.
<br />PRECAST BASE
<br />MH
<br />DIA.
<br />SLAB
<br />THICKNESS
<br />8
<br />54108 }-192'
<br />120"
<br />12'
<br />WI-SHIELD. SEAL
<br />OR EQUAL
<br />•W I- SHIELD' SEAL
<br />OR EQUAL
<br />CENTERVLIE LAKE
<br />WARDS
<br />1/2" MORTAR ON
<br />OUTSIDE. BETWEEN
<br />RINGS, CASTING &
<br />MANHOLE. FINISH
<br />SMOOTH ON PRIDE.
<br />NO MORTAR ON
<br />ASOE.
<br />R 0' 4491. OIF.,
<br />RINGS &
<br />MORTAR).
<br />SECTION
<br />A -A
<br />NO WOOD SHALL BE USED FOR ABJURING COMM CEMQR MORTAR ONLY
<br />CASE MOi KNOW PIMME t COVER AS PER SPFLi1GBIONC
<br />PAROLE STEPS RAIL BE PST NN7". ALUMINUM DR SM. RENNIN= PLASTIC
<br />PER ARM 0470. LOCOIDN SI1.LL RE AS NOTED N 11ff SPECIFICATIONS.
<br />PRECAST REOINRC0 CONCRETE MANIPLE SMOG k BARE SUM PER ATM 04711.
<br />FURNISH PRECAST MANHOLE SECTORS NN 0 -11IND PRms t uRAGA T POET
<br />AS 01"ERMSE SPECIFIED.
<br />A ir OR 114 BARREL SECTION SELL NE PISTOLED INFER TIN COLE PRITERN
<br />1111 OPENING BETWEEN PPE k NH MALL TM CEMENT MORTAR
<br />INSIDE SERF= SHALL BE TI MM SMOOTH.
<br />STORM SEWER MANHOLE, TYPE 409
<br />No SCALE
<br />ROCK ENTRANCE DRIVE
<br />NO SCALE
<br />1/21 MORTAR ON OUTSIDE.
<br />BETWEEN RINGS. CASTING & �
<br />RINGS (3 MN.. 1.0' CATCH BASIN. FINISH REM REMOVE VELCURB
<br />MAX. OF RINGS SMOOTH ON INSIDE
<br />AND MBAR). NO MORTAR ON ,ASIDE
<br />48-
<br />CEMENT
<br />MORTAR
<br />NOTE
<br />THE ROCK ENTRANCES SHALL RE INSTALLED
<br />PRIOR 10 THE START OF ANY 210 MORR
<br />THE ROCK ENTRANCES SHALL E 4SPED1ED
<br />TOLLOMNG EACH RAINFALL MAINTENANCE OF
<br />THE ROCK ENTRANCES SHALL NCI= A 10P
<br />00EE r 1E* GRA ND OR REMOVAL A
<br />AENJIQIOIT OF THE GRAVEL AS NEEDED 10
<br />KFIP THE ENTRANCE FREE FROM COLLECTED MUD.
<br />IF PRECAST
<br />BASE SLAB
<br />ELEVATION
<br />NO W000 011.1.1. RE 050510* ADJUSIMG mum CEMENT tom ONLY
<br />PST IRON *mail FMME t COVER K PEN 104001110NS.
<br />MARI=E SEEK SHALL BE CAST RRL ALUMNI OR STEEL REINFORCED PLASTIC
<br />PER APR 0478. LOCATOR SHALL RE AS NOTED N THE SPECIFICATIONS.
<br />"V8IOEE5 20 DEEP NO PCB 10 BE C@615UC1E0 NOHOW STEPS.
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AT BASE SUB PER ARTA C471
<br />TI M611 PRECAST NV41004 SECTORS MIN 0 -14X0 CASKETS R LUBRICANT INCEPT
<br />AS °THEMMSE SPECIFIED.
<br />A 12' on 10• B41RL SECTION RILL SE NBVLLEB LASER TIE CONE
<br />FOENDER POSSIBLE
<br />TILL OPENING NEARER PPE k MN WALL MIEN CEMENT MORTAR
<br />ANODE SURr9OF ROLL RE TIMED SMOOTH.
<br />STORM SEWER MANHOLE, TYPE 407
<br />NO SCALE
<br />(PIPES 27" OR LESS)
<br />1/2' MORTAR ON
<br />OUTSIDE, BETWEEN
<br />RINGS. CASTING &
<br />MANHOLE. FINISH
<br />SMOOTH ON INSIDE.
<br />NO MORTAR ON
<br />INSIDE.
<br />RINGS 3 MIN., 1.0'
<br />MAX. OF
<br />AR). RINGS &
<br />MORT
<br />PROVIDE DRAIN ON BOTH SIDES OF C.B. LEAD IF AT LOW PONT
<br />5:1
<br />TRANSVERSE C.B.
<br />LEAD (4' MIN. DEPTH
<br />OF COVER)
<br />02/://11"2
<br />TOP OF 2' GRANULAR
<br />5UBGRADE BORROW SUPCUI
<br />- -y 1 BEG 10:1 TRANSRON--T.. 10:
<br />CONTINUE SUBCUT
<br />FROM BEGINNING OF
<br />5:1 TRANSMON TO 4' SATURATED SOILS THROUGH
<br />BELOW BOTTOM DOWNSTREAM C.B.S ' P.E.
<br />OF DB■N PIPE
<br />GEOTEX74LE SOCK
<br />10:1
<br />20'
<br />(
<br />1111111111111
<br />KOR -N -SEAL
<br />30LF -4' qA MNDOT 3278 CORRUGATED POLYETHYLENE DRAINAGE
<br />TUBING WBH MNDOT 3733 TYPE 1 GEOTEX1115 SOCK- PLACED
<br />PARALLEL TO C.B. LEAD
<br />BOTTOM OF CLASS 5 MODIFIED
<br />2' MW. GRANULAR BORROW SUBCUT.
<br />UPSTREAM END:
<br />PVC PLUG
<br />DRAIN PIPE CROWN
<br />TO MATCH CROWN
<br />OF C.B. LEAD
<br />IPE DRAW
<br />FE=
<br />TIE SOCK
<br />nonnnnnnnnnnonnnnnnnnnnnnnnnnnu *m n
<br />nnnni '
<br />IMMO&
<br />BOTTOM OF SAND SUBCUT AT KOR -N -TEE CONNECTOR:
<br />TRANSITION TO DRAIN PIPE INSERT DRAIN PPE INTO
<br />13E11, PULL SOCK OVER
<br />OUTSIDE
<br />GRANULAR SUBCUT AND PERFORATED PIPE DRAIN
<br />NO SCALE
<br />LEGEND
<br />• (2) "ADVANCE ROAD CLOSED AHEAD" SIGN
<br />— (2) "LOCAL TRAFFIC ONLY' SIGN
<br />• (2) TYPE III BARRICADE
<br />TRAFFIC CONTROL MAP
<br />NO SCALE
<br />NOTES:
<br />1. FURNISH AND PLACE ADDITIONAL BARRICADES, TRAFFIC CONES, AND OTHER TRAFFIC CONTROL
<br />DEVICES, AS DIRECTED BY THE ENGINEER.. (INCIDENTAL)
<br />2. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MINNESOTA MANUAL OF UNIFORM
<br />TRAFFIC CONTROL DEVICES" (MMUTCD), INCLUDING APPENDIX 'B" DATED NOV. 1992, OR MOST
<br />CURRENT UPDATE.
<br />3. DURING THE INSTALLATION OF THE SANITARY SEWER SERVICE AND WATER SERVICE LINE ON
<br />12TH AVE., HOLLY DR. MUST REMAIN OPEN TO LOCAL TRAFFIC.
<br />4. DURING THE INSTALLATION OF THE SEWER, WATERMAIN AND SERVICES ON HOLLY DR., 12TH
<br />AVE. MUST REMAIN OPEN TO LOCAL TRAFFIC.
<br />5. THE ADVANCE ROAD CLOSED SIGNS SHALL BE INSTALLED 10 DAYS PRIOR TO THE ROAD BEING
<br />CLOSED.
<br />FI- SIELD' SEAL
<br />OR EQUAL
<br />PRECAST COVER SLAB
<br />(TYPE 2)
<br />u■�ur
<br />II/`i1II
<br />%74
<br />00
<br />PLACE 2 STRIPS WTUMASTIC
<br />SEAL ON SLAB JOINTS.
<br />CEMENT MORTAR
<br />EBSi1NC
<br />GR0 45
<br />ROAD CLOSED
<br />LOCAL TRAFFIC ONLY
<br />VAR.
<br />4 MTN.
<br />VARIABLE
<br />3.0 POST ROOT 3CAWI)) �'
<br />I` R oll
<br />IIIFISTS —lb
<br />N0. 2 GRADE
<br />LIMBER
<br />QR BETTER
<br />ND 11000 VIAL E USED FOR ADASTMG CASTING; CF/ENT MORTAR ONLY.
<br />CAST TARN PUN MSIN FRAME k COVER CASTINGS PER SPECIFICATIONS.
<br />PRECAST REINFORCED CONCRETE CONE SECTION k PRECAST ROSE PP A5TM C47L
<br />ELL OPOING EIVED4 PPE ME 141PROLE WALL WITH CEMENT MORTAR
<br />PRIDE SURFACE ROIL E FAMED SMODTIL
<br />• M44MUR PPE COVER CAN E REDUCE/ FROM 4' 10 2'-0" LAIN
<br />NEMIAIDN OF 1EWORAI07 PPE DRAT P00 'OSNIIAAR uncut MD
<br />F'ERFOMTED PPE ONO' DETAIL
<br />CATCH BASIN, TYPE 402
<br />NO SCALE
<br />NO MOOD SHALL RC USED FOR ADJUSTING CASTING. CEMENT MORTAL ALLY.
<br />CAST RON TRUE t ORIE CORMS PER SPECPICATDNS.
<br />N,AN01E REPS STALE PST NM, ALUMINUM OR STEEL REARMED TIA5110 PER
<br />9544 0171 LOCATION RILL BE AS M ED N 141E SPEC0MONS.
<br />PRECAST REINFORCED CONCRETE SASE SLAB k CO101 SLAB PER 1504 COn,
<br />PRECAST RBEORCED CONCRETE VANDLE SECTIONS PER ASTM 0478,
<br />OR B' C011CRETE MANDIE EDEN WITH 1/2' UORWED 0)1140 4.
<br />TOMS 4 PRECAST CONCRETE 41114101E SECTIONS NMI 0-MD GASKETS &
<br />LIRRMNII EXCEPT AS 014474115E SPEDREG.
<br />TILL OPENING BEnED4 PPE AND AMP= WILL Was CD4Ba MOMM.
<br />MME moot MIL E NNSNED 01400114.
<br />• MMYU1 PPE CORER CAN 00 REDUCED FRO4 4. 10 2' -S" 04111 S0TALU110N pr
<br />PERGIAED PPE DARN PER IMAM MA= MD PERFORMED PPE DRMM DEAL
<br />MI -3
<br />60'4 30'
<br />CATCH BASIN/MANHOLE, TYPE 406
<br />NO SCALE
<br />Revisk ns
<br />No. Date By Remarks
<br />I hereby certify that this plan wos prepared by
<br />me or under my direct supervision and that
<br />am a duly Registered Professional Engineer
<br />under the laws of the State of Minnesota.
<br />Name
<br />Date
<br />Registration Number
<br />Jeff Elliott
<br />5/23/01
<br />19174
<br />Scale SHOWN
<br />Designed RE
<br />Drawn JHB
<br />Date 5/23/01
<br />Checked
<br />Approved
<br />REFER TO ADVANCED ROAD CLOSED
<br />SIGN FOR POST REQUIREMENTS
<br />`(PROVDE 2 POSTS)
<br />QILIERNATE MATERIALS FOR POSTS MAY BE USED WEN
<br />APPROVED BY 1HE ENGINEER.
<br />NOTE : -SILT FENCE SHALL CONFORM TO
<br />MNDOT 3886, TYPE B.
<br />-FENCING SHALL BE PLACED ALONG CONTOURS
<br />OR AS DIRECTED BY ENGINEER.
<br />SILT FENCE
<br />NO SCALE
<br />LOCAL TRAFFIC ONLY SIGN
<br />ND SCALE
<br />Engineering • Planning • Surveying
<br />15050 23d ARMMB North • Plymouth, Mflnesote • 55447
<br />phone 763 /476 -6010 • lox 763/476 -8532
<br />E-Mok mfrodtmlno.com
<br />Client
<br />Land Holding Group
<br />White Bear Lake, MN
<br />ADVANCE ROAD CLOSED SIGN
<br />IO STALE
<br />Pr4ect
<br />12th Avenue and
<br />Holly Drive
<br />Lino Lakes, MN
<br />NOTES:
<br />DE BARRICADE BOARD FAQ SURFACES SHALL 8E FUCA REREC1RIIID N
<br />ALTORMIE SILVER -'METE AND RED STRIPING, USING FE0EC1IYE MEMO
<br />COMMAND TO TIE RFDIMBl1S OF MOOT SPEC, 33522A2b, STANDARD N0 2.
<br />TYPE III BARRICADE
<br />NO SCALE
<br />=INN TOM
<br />Traffic Control
<br />& Detail Sheet
<br />i \i
<br />Sheet
<br />6/7
<br />Revision
<br />MFRA FILE NO.: 13308
<br />i
<br />W
<br />in
<br />• b
<br />•
<br />1/2'
<br />OMM
<br />g
<br />d
<br />FT
<br />NO WOOD SHALL BE USED FOR ABJURING COMM CEMQR MORTAR ONLY
<br />CASE MOi KNOW PIMME t COVER AS PER SPFLi1GBIONC
<br />PAROLE STEPS RAIL BE PST NN7". ALUMINUM DR SM. RENNIN= PLASTIC
<br />PER ARM 0470. LOCOIDN SI1.LL RE AS NOTED N 11ff SPECIFICATIONS.
<br />PRECAST REOINRC0 CONCRETE MANIPLE SMOG k BARE SUM PER ATM 04711.
<br />FURNISH PRECAST MANHOLE SECTORS NN 0 -11IND PRms t uRAGA T POET
<br />AS 01"ERMSE SPECIFIED.
<br />A ir OR 114 BARREL SECTION SELL NE PISTOLED INFER TIN COLE PRITERN
<br />1111 OPENING BETWEEN PPE k NH MALL TM CEMENT MORTAR
<br />INSIDE SERF= SHALL BE TI MM SMOOTH.
<br />STORM SEWER MANHOLE, TYPE 409
<br />No SCALE
<br />ROCK ENTRANCE DRIVE
<br />NO SCALE
<br />1/21 MORTAR ON OUTSIDE.
<br />BETWEEN RINGS. CASTING & �
<br />RINGS (3 MN.. 1.0' CATCH BASIN. FINISH REM REMOVE VELCURB
<br />MAX. OF RINGS SMOOTH ON INSIDE
<br />AND MBAR). NO MORTAR ON ,ASIDE
<br />48-
<br />CEMENT
<br />MORTAR
<br />NOTE
<br />THE ROCK ENTRANCES SHALL RE INSTALLED
<br />PRIOR 10 THE START OF ANY 210 MORR
<br />THE ROCK ENTRANCES SHALL E 4SPED1ED
<br />TOLLOMNG EACH RAINFALL MAINTENANCE OF
<br />THE ROCK ENTRANCES SHALL NCI= A 10P
<br />00EE r 1E* GRA ND OR REMOVAL A
<br />AENJIQIOIT OF THE GRAVEL AS NEEDED 10
<br />KFIP THE ENTRANCE FREE FROM COLLECTED MUD.
<br />IF PRECAST
<br />BASE SLAB
<br />ELEVATION
<br />NO W000 011.1.1. RE 050510* ADJUSIMG mum CEMENT tom ONLY
<br />PST IRON *mail FMME t COVER K PEN 104001110NS.
<br />MARI=E SEEK SHALL BE CAST RRL ALUMNI OR STEEL REINFORCED PLASTIC
<br />PER APR 0478. LOCATOR SHALL RE AS NOTED N THE SPECIFICATIONS.
<br />"V8IOEE5 20 DEEP NO PCB 10 BE C@615UC1E0 NOHOW STEPS.
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS AT BASE SUB PER ARTA C471
<br />TI M611 PRECAST NV41004 SECTORS MIN 0 -14X0 CASKETS R LUBRICANT INCEPT
<br />AS °THEMMSE SPECIFIED.
<br />A 12' on 10• B41RL SECTION RILL SE NBVLLEB LASER TIE CONE
<br />FOENDER POSSIBLE
<br />TILL OPENING NEARER PPE k MN WALL MIEN CEMENT MORTAR
<br />ANODE SURr9OF ROLL RE TIMED SMOOTH.
<br />STORM SEWER MANHOLE, TYPE 407
<br />NO SCALE
<br />(PIPES 27" OR LESS)
<br />1/2' MORTAR ON
<br />OUTSIDE, BETWEEN
<br />RINGS. CASTING &
<br />MANHOLE. FINISH
<br />SMOOTH ON INSIDE.
<br />NO MORTAR ON
<br />INSIDE.
<br />RINGS 3 MIN., 1.0'
<br />MAX. OF
<br />AR). RINGS &
<br />MORT
<br />PROVIDE DRAIN ON BOTH SIDES OF C.B. LEAD IF AT LOW PONT
<br />5:1
<br />TRANSVERSE C.B.
<br />LEAD (4' MIN. DEPTH
<br />OF COVER)
<br />02/://11"2
<br />TOP OF 2' GRANULAR
<br />5UBGRADE BORROW SUPCUI
<br />- -y 1 BEG 10:1 TRANSRON--T.. 10:
<br />CONTINUE SUBCUT
<br />FROM BEGINNING OF
<br />5:1 TRANSMON TO 4' SATURATED SOILS THROUGH
<br />BELOW BOTTOM DOWNSTREAM C.B.S ' P.E.
<br />OF DB■N PIPE
<br />GEOTEX74LE SOCK
<br />10:1
<br />20'
<br />(
<br />1111111111111
<br />KOR -N -SEAL
<br />30LF -4' qA MNDOT 3278 CORRUGATED POLYETHYLENE DRAINAGE
<br />TUBING WBH MNDOT 3733 TYPE 1 GEOTEX1115 SOCK- PLACED
<br />PARALLEL TO C.B. LEAD
<br />BOTTOM OF CLASS 5 MODIFIED
<br />2' MW. GRANULAR BORROW SUBCUT.
<br />UPSTREAM END:
<br />PVC PLUG
<br />DRAIN PIPE CROWN
<br />TO MATCH CROWN
<br />OF C.B. LEAD
<br />IPE DRAW
<br />FE=
<br />TIE SOCK
<br />nonnnnnnnnnnonnnnnnnnnnnnnnnnnu *m n
<br />nnnni '
<br />IMMO&
<br />BOTTOM OF SAND SUBCUT AT KOR -N -TEE CONNECTOR:
<br />TRANSITION TO DRAIN PIPE INSERT DRAIN PPE INTO
<br />13E11, PULL SOCK OVER
<br />OUTSIDE
<br />GRANULAR SUBCUT AND PERFORATED PIPE DRAIN
<br />NO SCALE
<br />LEGEND
<br />• (2) "ADVANCE ROAD CLOSED AHEAD" SIGN
<br />— (2) "LOCAL TRAFFIC ONLY' SIGN
<br />• (2) TYPE III BARRICADE
<br />TRAFFIC CONTROL MAP
<br />NO SCALE
<br />NOTES:
<br />1. FURNISH AND PLACE ADDITIONAL BARRICADES, TRAFFIC CONES, AND OTHER TRAFFIC CONTROL
<br />DEVICES, AS DIRECTED BY THE ENGINEER.. (INCIDENTAL)
<br />2. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "MINNESOTA MANUAL OF UNIFORM
<br />TRAFFIC CONTROL DEVICES" (MMUTCD), INCLUDING APPENDIX 'B" DATED NOV. 1992, OR MOST
<br />CURRENT UPDATE.
<br />3. DURING THE INSTALLATION OF THE SANITARY SEWER SERVICE AND WATER SERVICE LINE ON
<br />12TH AVE., HOLLY DR. MUST REMAIN OPEN TO LOCAL TRAFFIC.
<br />4. DURING THE INSTALLATION OF THE SEWER, WATERMAIN AND SERVICES ON HOLLY DR., 12TH
<br />AVE. MUST REMAIN OPEN TO LOCAL TRAFFIC.
<br />5. THE ADVANCE ROAD CLOSED SIGNS SHALL BE INSTALLED 10 DAYS PRIOR TO THE ROAD BEING
<br />CLOSED.
<br />FI- SIELD' SEAL
<br />OR EQUAL
<br />PRECAST COVER SLAB
<br />(TYPE 2)
<br />u■�ur
<br />II/`i1II
<br />%74
<br />00
<br />PLACE 2 STRIPS WTUMASTIC
<br />SEAL ON SLAB JOINTS.
<br />CEMENT MORTAR
<br />EBSi1NC
<br />GR0 45
<br />ROAD CLOSED
<br />LOCAL TRAFFIC ONLY
<br />VAR.
<br />4 MTN.
<br />VARIABLE
<br />3.0 POST ROOT 3CAWI)) �'
<br />I` R oll
<br />IIIFISTS —lb
<br />N0. 2 GRADE
<br />LIMBER
<br />QR BETTER
<br />ND 11000 VIAL E USED FOR ADASTMG CASTING; CF/ENT MORTAR ONLY.
<br />CAST TARN PUN MSIN FRAME k COVER CASTINGS PER SPECIFICATIONS.
<br />PRECAST REINFORCED CONCRETE CONE SECTION k PRECAST ROSE PP A5TM C47L
<br />ELL OPOING EIVED4 PPE ME 141PROLE WALL WITH CEMENT MORTAR
<br />PRIDE SURFACE ROIL E FAMED SMODTIL
<br />• M44MUR PPE COVER CAN E REDUCE/ FROM 4' 10 2'-0" LAIN
<br />NEMIAIDN OF 1EWORAI07 PPE DRAT P00 'OSNIIAAR uncut MD
<br />F'ERFOMTED PPE ONO' DETAIL
<br />CATCH BASIN, TYPE 402
<br />NO SCALE
<br />NO MOOD SHALL RC USED FOR ADJUSTING CASTING. CEMENT MORTAL ALLY.
<br />CAST RON TRUE t ORIE CORMS PER SPECPICATDNS.
<br />N,AN01E REPS STALE PST NM, ALUMINUM OR STEEL REARMED TIA5110 PER
<br />9544 0171 LOCATION RILL BE AS M ED N 141E SPEC0MONS.
<br />PRECAST REINFORCED CONCRETE SASE SLAB k CO101 SLAB PER 1504 COn,
<br />PRECAST RBEORCED CONCRETE VANDLE SECTIONS PER ASTM 0478,
<br />OR B' C011CRETE MANDIE EDEN WITH 1/2' UORWED 0)1140 4.
<br />TOMS 4 PRECAST CONCRETE 41114101E SECTIONS NMI 0-MD GASKETS &
<br />LIRRMNII EXCEPT AS 014474115E SPEDREG.
<br />TILL OPENING BEnED4 PPE AND AMP= WILL Was CD4Ba MOMM.
<br />MME moot MIL E NNSNED 01400114.
<br />• MMYU1 PPE CORER CAN 00 REDUCED FRO4 4. 10 2' -S" 04111 S0TALU110N pr
<br />PERGIAED PPE DARN PER IMAM MA= MD PERFORMED PPE DRMM DEAL
<br />MI -3
<br />60'4 30'
<br />CATCH BASIN/MANHOLE, TYPE 406
<br />NO SCALE
<br />Revisk ns
<br />No. Date By Remarks
<br />I hereby certify that this plan wos prepared by
<br />me or under my direct supervision and that
<br />am a duly Registered Professional Engineer
<br />under the laws of the State of Minnesota.
<br />Name
<br />Date
<br />Registration Number
<br />Jeff Elliott
<br />5/23/01
<br />19174
<br />Scale SHOWN
<br />Designed RE
<br />Drawn JHB
<br />Date 5/23/01
<br />Checked
<br />Approved
<br />REFER TO ADVANCED ROAD CLOSED
<br />SIGN FOR POST REQUIREMENTS
<br />`(PROVDE 2 POSTS)
<br />QILIERNATE MATERIALS FOR POSTS MAY BE USED WEN
<br />APPROVED BY 1HE ENGINEER.
<br />NOTE : -SILT FENCE SHALL CONFORM TO
<br />MNDOT 3886, TYPE B.
<br />-FENCING SHALL BE PLACED ALONG CONTOURS
<br />OR AS DIRECTED BY ENGINEER.
<br />SILT FENCE
<br />NO SCALE
<br />LOCAL TRAFFIC ONLY SIGN
<br />ND SCALE
<br />Engineering • Planning • Surveying
<br />15050 23d ARMMB North • Plymouth, Mflnesote • 55447
<br />phone 763 /476 -6010 • lox 763/476 -8532
<br />E-Mok mfrodtmlno.com
<br />Client
<br />Land Holding Group
<br />White Bear Lake, MN
<br />ADVANCE ROAD CLOSED SIGN
<br />IO STALE
<br />Pr4ect
<br />12th Avenue and
<br />Holly Drive
<br />Lino Lakes, MN
<br />NOTES:
<br />DE BARRICADE BOARD FAQ SURFACES SHALL 8E FUCA REREC1RIIID N
<br />ALTORMIE SILVER -'METE AND RED STRIPING, USING FE0EC1IYE MEMO
<br />COMMAND TO TIE RFDIMBl1S OF MOOT SPEC, 33522A2b, STANDARD N0 2.
<br />TYPE III BARRICADE
<br />NO SCALE
<br />=INN TOM
<br />Traffic Control
<br />& Detail Sheet
<br />i \i
<br />Sheet
<br />6/7
<br />Revision
<br />MFRA FILE NO.: 13308
<br />
|