|
4 •
<br />RINGS (3 MIN., 1.0' MAX.
<br />OF RINGS Je MORTAR). —
<br />1/2" MORTAR ON OUTSIDE
<br />BETWEEN RINGS, CASTING re
<br />MANHOLE FINISH SMOOTH
<br />ON THE INSIDE
<br />NO MORTAR ON INSIDE.
<br />PRECAST COVER SLAB
<br />(TYPE 2)
<br />2 STRIPS BITUMASTIC
<br />SEAL ON SLAB
<br />JOINTS. NO CEMENT.
<br />PRECAST BASE
<br />MK
<br />DIED
<br />SLAB
<br />THICKNESS
<br />48'
<br />8"
<br />54" -122"
<br />108
<br />8'
<br />10"
<br />120"
<br />12"
<br />'INFI- SHIELD" SEAL
<br />OR EQUAL.
<br />NO WOOD STALL BE USED FOR ORATING CASTING; CEMENT MORTAR OILY.
<br />CAST IRON WNNOLE FRAME 40 COVER AS PER SPECIFICATIONS.
<br />MANHOLE STEPS SAKI. BE CAST IRON, AWWMIM OR STEEL REINFORCED PLASTIC
<br />PER A4M 0474 LOCATION SHALL BE AS NOTED N TIE SPECIFICATIONS
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS 40 EASE SLAB PER A5N 6470.
<br />FURNISH PRECAST MANHOLE SECTIONS WHIN O-RING GASKETS a LUBRICANT EXCEPT
<br />AS 0I14ERW5E SPECIFIED.
<br />A T2. 00 le 00IREL SECTION SHALL DE INSTALLED UNDER 774E CONE
<br />N/IENEVTR POSSIBLE
<br />FILL OPENING BETWEEN PIPE 11 MN WALL METH CEMENT MORTAR.
<br />INSIDE SURFACE SHALL BE MESHED 114001H.
<br />STORM SEWER MANHOLE, TYPE 409
<br />NO SCALE
<br />REMOVE CURB
<br />BOX BOLTS
<br />RINGS (3 MIN.. 1.0'
<br />MAY. OF RINGS
<br />AND MORTAR).
<br />1/2• MORTAR ON
<br />OUTSIDE BETWEEN
<br />RINGS. CASTING &
<br />MANHOLE FINISH
<br />27• SMOOTH 040 INSIDE
<br />NO MORTAR ON
<br />INSIDE
<br />CEMENT
<br />MORTAR
<br />-Y
<br />i
<br />I
<br />I
<br />I .�.,+m3AAi iii
<br />r- - E
<br />NO WOOD SHALL BE USED FUR ADJUSTING CASTING: CEMENT MORTAR ONLY.
<br />CAST ANON CATCH BASIN FRAME a COVEN CASTINGS PER SPECIFICATIONS
<br />PRECAST REINFORCED CONCRETE CONE SECTION R PRECAST 815E PR ASV C470.
<br />FILL OPENING BETWEEN PIPE AND MANHOLE WALL WON CEMENT MORTAR
<br />NSIOE SURFACE 448. BE FANGED 541007K
<br />• 1144.441 PIPE COVER CAN 56 REDUCED FROM 4' TO 74 -0" WITH
<br />INSTALLATION OF PERFORATED PIPE ORAIN PER "GRANULAR SUBCU= MO
<br />PERFORATED PIPE DRAIN. OCTAL
<br />CATCH BASIN, TYPE 402
<br />NO SCALE
<br />"IN1- 5HIE1.0" SEN-
<br />OR EQLAN...
<br />2
<br />1/2" MORTAR ON
<br />OUTSIOE, BETWEEN
<br />RIGS, CASTING lc
<br />MANHOLE. FINISH
<br />SMOOTH ON INSIDE
<br />NO MORTAR ON
<br />INSIDE
<br />RINGS (3 MIN.,
<br />1.0' MAX. OF
<br />RINGS to
<br />MORTAR).
<br />3 A
<br />3
<br />48"
<br />CEMENT
<br />MORTAR
<br />SECTION
<br />A —A
<br />6' PRECAST
<br />BASE SLAB
<br />ELEVATION
<br />80 W000 401E BE USED FOR ADJUSTING 243174 R CEMENT MORTAR ONLY.
<br />CAST WON MANHOLE FRAME de COVER AS PER SPWOICA90NS.
<br />WNHO1 STE♦PP5 SHALL BE CAST IRON, 4NNINW OR STEEL RONFURCE0 PLASTIC
<br />PER 4VNH ES Ci0' LOCATION 140OSA IC RE AS NOTED 141E SPECIF5 @KOLAS.
<br />PRECAST REINFORCED CONCRETE WNN01E 5685085 51 BASE ore PER AS114 0470.
<br />44041410 PRECAST M•NNNE SECTIONS WON 0-848 GASKETS k LU4RIGWT O8CEPT
<br />AS 01494006E SPECIFIED.
<br />A 12. 08 19• WM. SECTION SHALL DE. N5TALIID UNDER 174E CONE
<br />8ONOIED POS400P
<br />ELL OPENING SEMEN PIPE 8 NM WALL WIN CEMENT MORTAR
<br />RACE SAME SHALL BE 4•600 54400144.
<br />STORM SEWER MANHOLE, TYPE 407
<br />NO SCALE
<br />(PIPES 27" OR LESS)
<br />1/2" MORTAR ON OUTSIDE,
<br />BETWEEN RINGS, CASTING k
<br />CATCH BASIN. FINISH
<br />SMOOTH ON INSIDE.
<br />NO MORTAR ON 1NS10E.
<br />REMOVE CURB
<br />BOX BOLTS
<br />RINGS (3 MIN., 1.0'
<br />MAX. OF RINGS 8
<br />MORTAR),
<br />vAR.
<br />(4' MIN.)
<br />VARIABLE
<br />1NF1- SHIELD" SEAL
<br />OR EQUAL
<br />PRECAST DOVER SLAB
<br />(TYPE 2)
<br />PLACE 2 STRIPS BITUMA2TIC
<br />SEAL ON SLAB JOINTS.
<br />/-- CEMENT MORTAR
<br />PRECAST BASE
<br />1,01
<br />DNA.
<br />SLAB
<br />THICKNESS
<br />48"
<br />8•
<br />54" -192"
<br />108
<br />8"
<br />10'
<br />120"
<br />12"
<br />NO 8000 SMALL RE U5E0 FOR 0000 740 CASTING: CEMENT MORTAR ONLY.
<br />CAST BON FRAME 18 ORATE Gomm. PER SPECIFICATIONS.
<br />MANHOLE STEPS SHALL BE CAST IRON. AUMINNA OR STEEL REINFORCED PLASTIC PER
<br />A5TM C476 LOCATION SHALL BE AS 1401E0 IN THE 5PECWCARON5,
<br />PRECAST RE0NFLWCED CONCPEIE BASE SLAB 18 COVER SI.H8 PER A5711 CAM.
<br />PRECAST REINFORCED CONCAEIE N04110LE seapor40 PER AS1M 0478,
<br />OR B "- CONCRETE 008801E 8.001 WN I/O" MORTARED OTTEAIOR.
<br />NRNIS1 PRECAST CONCRETE AMNNOLE SECTIONS WEI O-RING CASKETS 44
<br />00016CAT? FSIOEPr AS onLERW15E 5P20727,
<br />ETU. OPENING BETWEEN PIPE ANC WNNOLE WALL WIN CEMENT MORTAR.
<br />RACE SURFACE SHALL R FINISHED SMOOTH.
<br />• 4N4AU44 PIPE COVER CAN BE REDUCED FROM 4' TO 2' -5' WITH INSTALLATION OF
<br />PERFORATED PIPE CRAN PER 'GRANULAR 4NBCLn ANC, PERFORATED PIPE ORNN' DEG&
<br />CATCH BASIN /MANHOLE, TYPE 406
<br />NO SCALE
<br />ROCK ENTRANCE DRIVE
<br />NO SCALE
<br />NOTE
<br />THE ROCK ENTRANCES 51AU_ 8E INSTALLED
<br />PRIOR TO THE START O; ANY 511E WORK
<br />THE ROCK ENTRANCES SHALL BE INSPECTED
<br />FI LL0ri1NG EACH RAINFALL. MAINTENANCE OF
<br />THE ROCK ENTRANCES SHALL INCLUDE A TOP
<br />04600NG OF NEW GRAVEL. OR REMOVAL AM
<br />REPLACEMENT OF 110E GRAVEL AS NEEDED, TO
<br />KEEP THE ENTRANCE FREE FROM COLLECIFD MUD.
<br />B =UL.
<br />5' METAL OR 2'42"w000 FENCE POST
<br />CEOTECILE WITH NET
<br />BACKING
<br />BACKP11L
<br />CM/TEXTILE TO
<br />OVERLAP THROUGH
<br />TRENCH.
<br />NOTE ; -SILT FENCE SHALL CONFORM TO
<br />448001 3880, T7PE 8.
<br />- FENCING SHALL BE PLACED ALONG CONTOURS
<br />OR AS DIRECTED 81 ENGINEER. r
<br />SILT FENCE
<br />740 SCALE
<br />ROAD CLOSED
<br />LOCAL TRAFFIC ONLY
<br />R11 -3
<br />60"= 30"
<br />REFER T9 ADVANCED ROAD CLOSED
<br />SIGN FOR POST REQUIREMENTS
<br />(PROVIDE 2 POSTS)
<br />LOCAL TRAFFIC ONLY SIGN
<br />NO SCALE
<br />• (2)
<br />- (2)
<br />• (2)
<br />LEGEND
<br />"ADVANCE ROAD CLOSED AHEAD" SIGN
<br />"LOCAL TRAFFIC ONLY" SIGN
<br />TYPE III BARRICADE
<br />140.1" CT E
<br />m IRJ
<br />ASH ST
<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 "8" 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. THE CLOSURE SIGNS MUST HAVE THE ACTUAL DATES OF THE CLOSURE INDICATED ON
<br />THE SIGN. THE CONTRACTOR CAN PROVIDE ANOTHER SIGN WITH JUST THE DATES BUT THE DATES
<br />MUST BE ATTACHED WITH THE ROAD CLOSED SIGNS. l/r = 8" GALVANIZED BOLTS
<br />NTH CUT WASHERS
<br />(CARRIAGE HEX OR 50.)
<br />4
<br />25 45/11 FANGED CHANNEL 115
<br />9(34 POST (MOOT 3401)
<br />12' OVERLAP - 4N01CR 70114
<br />(2) 5/16.0 I' Ban 041H
<br />WA5HE85 AND LOCK NUTS
<br />3.0 15 /11 FLANGED CHANNEL
<br />BON POST (MOOT 3401)
<br />ADVANCE ROAD CLOSED SIGN
<br />NO SCALE
<br />7
<br />r
<br />worriammi
<br />II►�A+
<br />NOMINAL
<br />1'06'08'
<br />Na 1 26440E
<br />LIN860
<br />1 TREATED O
<br />I I t ors _—J I
<br />U' "X4'%8
<br />u N0. 4 2 GRAL>E LJ
<br />LUMBER
<br />OR BETTER
<br />QA.TERNAI74 MATERIALS FOR POSTS MAY BE USED WEN
<br />APPROVED BY THE ENGINEER.
<br />NOTE£
<br />401E BARRICADE 80AR0 FACE SURFACES SHELL BE FULLY RERECTORIZEO
<br />ALTERNATE SILVER -NHITE AND RED 0171736, 051NG REFLECTIVE 5HEERNG
<br />CONFORMING TO THE REQUIREMENTS OF MNOOT TEC 33522A25, STANDARD N0. 2
<br />EXISTING
<br />GROUND
<br />T -I/2" 7_
<br />•
<br />s
<br />TYPE III BARRICADE
<br />NO SCALE
<br />VE D
<br />AUG 0 2' 2001
<br />LINO LAKES
<br />'i
<br />Revisions
<br />No. Dote By Remarks
<br />I hereby certify that this plan was prepared by
<br />me or under my direct supervision and that
<br />I 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 />6 /11 /01
<br />19174
<br />Scale SHOWN
<br />Designed R,E
<br />Drawn JHB
<br />Dote 6/11/01
<br />Checked
<br />Approved
<br />Engineering • Planning • Surveying
<br />15050 23rd Avenue North • Plymouth, Minnesota • 55447
<br />phone 763/476 -6010 • fox 763/476 -8532
<br />f— Mod: mfroQalfra.oam
<br />Client
<br />Land Holding Group
<br />White Bear Lake, MN
<br />Project
<br />12th Avenue and
<br />Holly Drive
<br />Lino fakes, MN
<br />Sheet Title
<br />Traffic Control
<br />& Detail Sheet
<br />Sheet
<br />Revision
<br />MFRA FILE NO : 13306
<br />VAR.
<br />•'71—'41'
<br />C
<br />e
<br />•-
<br />1 /2 "
<br />lo
<br />O
<br />/FT..
<br />NO WOOD STALL BE USED FOR ORATING CASTING; CEMENT MORTAR OILY.
<br />CAST IRON WNNOLE FRAME 40 COVER AS PER SPECIFICATIONS.
<br />MANHOLE STEPS SAKI. BE CAST IRON, AWWMIM OR STEEL REINFORCED PLASTIC
<br />PER A4M 0474 LOCATION SHALL BE AS NOTED N TIE SPECIFICATIONS
<br />PRECAST REINFORCED CONCRETE MANHOLE SECTIONS 40 EASE SLAB PER A5N 6470.
<br />FURNISH PRECAST MANHOLE SECTIONS WHIN O-RING GASKETS a LUBRICANT EXCEPT
<br />AS 0I14ERW5E SPECIFIED.
<br />A T2. 00 le 00IREL SECTION SHALL DE INSTALLED UNDER 774E CONE
<br />N/IENEVTR POSSIBLE
<br />FILL OPENING BETWEEN PIPE 11 MN WALL METH CEMENT MORTAR.
<br />INSIDE SURFACE SHALL BE MESHED 114001H.
<br />STORM SEWER MANHOLE, TYPE 409
<br />NO SCALE
<br />REMOVE CURB
<br />BOX BOLTS
<br />RINGS (3 MIN.. 1.0'
<br />MAY. OF RINGS
<br />AND MORTAR).
<br />1/2• MORTAR ON
<br />OUTSIDE BETWEEN
<br />RINGS. CASTING &
<br />MANHOLE FINISH
<br />27• SMOOTH 040 INSIDE
<br />NO MORTAR ON
<br />INSIDE
<br />CEMENT
<br />MORTAR
<br />-Y
<br />i
<br />I
<br />I
<br />I .�.,+m3AAi iii
<br />r- - E
<br />NO WOOD SHALL BE USED FUR ADJUSTING CASTING: CEMENT MORTAR ONLY.
<br />CAST ANON CATCH BASIN FRAME a COVEN CASTINGS PER SPECIFICATIONS
<br />PRECAST REINFORCED CONCRETE CONE SECTION R PRECAST 815E PR ASV C470.
<br />FILL OPENING BETWEEN PIPE AND MANHOLE WALL WON CEMENT MORTAR
<br />NSIOE SURFACE 448. BE FANGED 541007K
<br />• 1144.441 PIPE COVER CAN 56 REDUCED FROM 4' TO 74 -0" WITH
<br />INSTALLATION OF PERFORATED PIPE ORAIN PER "GRANULAR SUBCU= MO
<br />PERFORATED PIPE DRAIN. OCTAL
<br />CATCH BASIN, TYPE 402
<br />NO SCALE
<br />"IN1- 5HIE1.0" SEN-
<br />OR EQLAN...
<br />2
<br />1/2" MORTAR ON
<br />OUTSIOE, BETWEEN
<br />RIGS, CASTING lc
<br />MANHOLE. FINISH
<br />SMOOTH ON INSIDE
<br />NO MORTAR ON
<br />INSIDE
<br />RINGS (3 MIN.,
<br />1.0' MAX. OF
<br />RINGS to
<br />MORTAR).
<br />3 A
<br />3
<br />48"
<br />CEMENT
<br />MORTAR
<br />SECTION
<br />A —A
<br />6' PRECAST
<br />BASE SLAB
<br />ELEVATION
<br />80 W000 401E BE USED FOR ADJUSTING 243174 R CEMENT MORTAR ONLY.
<br />CAST WON MANHOLE FRAME de COVER AS PER SPWOICA90NS.
<br />WNHO1 STE♦PP5 SHALL BE CAST IRON, 4NNINW OR STEEL RONFURCE0 PLASTIC
<br />PER 4VNH ES Ci0' LOCATION 140OSA IC RE AS NOTED 141E SPECIF5 @KOLAS.
<br />PRECAST REINFORCED CONCRETE WNN01E 5685085 51 BASE ore PER AS114 0470.
<br />44041410 PRECAST M•NNNE SECTIONS WON 0-848 GASKETS k LU4RIGWT O8CEPT
<br />AS 01494006E SPECIFIED.
<br />A 12. 08 19• WM. SECTION SHALL DE. N5TALIID UNDER 174E CONE
<br />8ONOIED POS400P
<br />ELL OPENING SEMEN PIPE 8 NM WALL WIN CEMENT MORTAR
<br />RACE SAME SHALL BE 4•600 54400144.
<br />STORM SEWER MANHOLE, TYPE 407
<br />NO SCALE
<br />(PIPES 27" OR LESS)
<br />1/2" MORTAR ON OUTSIDE,
<br />BETWEEN RINGS, CASTING k
<br />CATCH BASIN. FINISH
<br />SMOOTH ON INSIDE.
<br />NO MORTAR ON 1NS10E.
<br />REMOVE CURB
<br />BOX BOLTS
<br />RINGS (3 MIN., 1.0'
<br />MAX. OF RINGS 8
<br />MORTAR),
<br />vAR.
<br />(4' MIN.)
<br />VARIABLE
<br />1NF1- SHIELD" SEAL
<br />OR EQUAL
<br />PRECAST DOVER SLAB
<br />(TYPE 2)
<br />PLACE 2 STRIPS BITUMA2TIC
<br />SEAL ON SLAB JOINTS.
<br />/-- CEMENT MORTAR
<br />PRECAST BASE
<br />1,01
<br />DNA.
<br />SLAB
<br />THICKNESS
<br />48"
<br />8•
<br />54" -192"
<br />108
<br />8"
<br />10'
<br />120"
<br />12"
<br />NO 8000 SMALL RE U5E0 FOR 0000 740 CASTING: CEMENT MORTAR ONLY.
<br />CAST BON FRAME 18 ORATE Gomm. PER SPECIFICATIONS.
<br />MANHOLE STEPS SHALL BE CAST IRON. AUMINNA OR STEEL REINFORCED PLASTIC PER
<br />A5TM C476 LOCATION SHALL BE AS 1401E0 IN THE 5PECWCARON5,
<br />PRECAST RE0NFLWCED CONCPEIE BASE SLAB 18 COVER SI.H8 PER A5711 CAM.
<br />PRECAST REINFORCED CONCAEIE N04110LE seapor40 PER AS1M 0478,
<br />OR B "- CONCRETE 008801E 8.001 WN I/O" MORTARED OTTEAIOR.
<br />NRNIS1 PRECAST CONCRETE AMNNOLE SECTIONS WEI O-RING CASKETS 44
<br />00016CAT? FSIOEPr AS onLERW15E 5P20727,
<br />ETU. OPENING BETWEEN PIPE ANC WNNOLE WALL WIN CEMENT MORTAR.
<br />RACE SURFACE SHALL R FINISHED SMOOTH.
<br />• 4N4AU44 PIPE COVER CAN BE REDUCED FROM 4' TO 2' -5' WITH INSTALLATION OF
<br />PERFORATED PIPE CRAN PER 'GRANULAR 4NBCLn ANC, PERFORATED PIPE ORNN' DEG&
<br />CATCH BASIN /MANHOLE, TYPE 406
<br />NO SCALE
<br />ROCK ENTRANCE DRIVE
<br />NO SCALE
<br />NOTE
<br />THE ROCK ENTRANCES 51AU_ 8E INSTALLED
<br />PRIOR TO THE START O; ANY 511E WORK
<br />THE ROCK ENTRANCES SHALL BE INSPECTED
<br />FI LL0ri1NG EACH RAINFALL. MAINTENANCE OF
<br />THE ROCK ENTRANCES SHALL INCLUDE A TOP
<br />04600NG OF NEW GRAVEL. OR REMOVAL AM
<br />REPLACEMENT OF 110E GRAVEL AS NEEDED, TO
<br />KEEP THE ENTRANCE FREE FROM COLLECIFD MUD.
<br />B =UL.
<br />5' METAL OR 2'42"w000 FENCE POST
<br />CEOTECILE WITH NET
<br />BACKING
<br />BACKP11L
<br />CM/TEXTILE TO
<br />OVERLAP THROUGH
<br />TRENCH.
<br />NOTE ; -SILT FENCE SHALL CONFORM TO
<br />448001 3880, T7PE 8.
<br />- FENCING SHALL BE PLACED ALONG CONTOURS
<br />OR AS DIRECTED 81 ENGINEER. r
<br />SILT FENCE
<br />740 SCALE
<br />ROAD CLOSED
<br />LOCAL TRAFFIC ONLY
<br />R11 -3
<br />60"= 30"
<br />REFER T9 ADVANCED ROAD CLOSED
<br />SIGN FOR POST REQUIREMENTS
<br />(PROVIDE 2 POSTS)
<br />LOCAL TRAFFIC ONLY SIGN
<br />NO SCALE
<br />• (2)
<br />- (2)
<br />• (2)
<br />LEGEND
<br />"ADVANCE ROAD CLOSED AHEAD" SIGN
<br />"LOCAL TRAFFIC ONLY" SIGN
<br />TYPE III BARRICADE
<br />140.1" CT E
<br />m IRJ
<br />ASH ST
<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 "8" 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. THE CLOSURE SIGNS MUST HAVE THE ACTUAL DATES OF THE CLOSURE INDICATED ON
<br />THE SIGN. THE CONTRACTOR CAN PROVIDE ANOTHER SIGN WITH JUST THE DATES BUT THE DATES
<br />MUST BE ATTACHED WITH THE ROAD CLOSED SIGNS. l/r = 8" GALVANIZED BOLTS
<br />NTH CUT WASHERS
<br />(CARRIAGE HEX OR 50.)
<br />4
<br />25 45/11 FANGED CHANNEL 115
<br />9(34 POST (MOOT 3401)
<br />12' OVERLAP - 4N01CR 70114
<br />(2) 5/16.0 I' Ban 041H
<br />WA5HE85 AND LOCK NUTS
<br />3.0 15 /11 FLANGED CHANNEL
<br />BON POST (MOOT 3401)
<br />ADVANCE ROAD CLOSED SIGN
<br />NO SCALE
<br />7
<br />r
<br />worriammi
<br />II►�A+
<br />NOMINAL
<br />1'06'08'
<br />Na 1 26440E
<br />LIN860
<br />1 TREATED O
<br />I I t ors _—J I
<br />U' "X4'%8
<br />u N0. 4 2 GRAL>E LJ
<br />LUMBER
<br />OR BETTER
<br />QA.TERNAI74 MATERIALS FOR POSTS MAY BE USED WEN
<br />APPROVED BY THE ENGINEER.
<br />NOTE£
<br />401E BARRICADE 80AR0 FACE SURFACES SHELL BE FULLY RERECTORIZEO
<br />ALTERNATE SILVER -NHITE AND RED 0171736, 051NG REFLECTIVE 5HEERNG
<br />CONFORMING TO THE REQUIREMENTS OF MNOOT TEC 33522A25, STANDARD N0. 2
<br />EXISTING
<br />GROUND
<br />T -I/2" 7_
<br />•
<br />s
<br />TYPE III BARRICADE
<br />NO SCALE
<br />VE D
<br />AUG 0 2' 2001
<br />LINO LAKES
<br />'i
<br />Revisions
<br />No. Dote By Remarks
<br />I hereby certify that this plan was prepared by
<br />me or under my direct supervision and that
<br />I 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 />6 /11 /01
<br />19174
<br />Scale SHOWN
<br />Designed R,E
<br />Drawn JHB
<br />Dote 6/11/01
<br />Checked
<br />Approved
<br />Engineering • Planning • Surveying
<br />15050 23rd Avenue North • Plymouth, Minnesota • 55447
<br />phone 763/476 -6010 • fox 763/476 -8532
<br />f— Mod: mfroQalfra.oam
<br />Client
<br />Land Holding Group
<br />White Bear Lake, MN
<br />Project
<br />12th Avenue and
<br />Holly Drive
<br />Lino fakes, MN
<br />Sheet Title
<br />Traffic Control
<br />& Detail Sheet
<br />Sheet
<br />Revision
<br />MFRA FILE NO : 13306
<br />
|