|
TAPER CURD TO
<br />I t" HIGH & 7"
<br />WIDE AT BASIN
<br />®a�8onestroo
<br />Rosene
<br />Anderlik &
<br />Associates
<br />Engineers d Archllecl.
<br />61. Pwt Minnuota
<br />CASTING MO ADJUSTLIEK7
<br />RINGS AS SFECIFIEO
<br />8618
<br />CURB & GUTTER
<br />'CONCRETE CURB & GUTTER
<br />& CONCRETE APRON
<br />THIS POINT 6"
<br />BELOW NORMAL
<br />CUTTER GRr.OE
<br />4.r
<br />�Q
<br />TAPER CURB as AS ABOVE
<br />PLAN 6" 116"
<br />STANDARD DETAILS
<br />4' DIA. HIGH CAPACITY CATCH BASIN
<br />8618 CURB
<br />ORONO, MINNESOTA
<br />3'-0"
<br />Vane Crate Shown �I
<br />*n i
<br />I L
<br />--�-- I o
<br />I
<br />Face of Curb --'/N,
<br />Direction of Flow — --L
<br />----------------
<br />PLAN
<br />Catchbosin casting
<br />Neenah or equa�
<br />with Vanea gra quote
<br />2" radius curb box.
<br />Min. of 2 max. of 6
<br />concrete adjustment rings
<br />with full bed of grout
<br />between each and a 4"
<br />collar on the outside.
<br />Infi-Shield External Sealing
<br />Sleeve —
<br />4"� Doghouses shall be grouted
<br />May 2000
<br />—3A
<br />Grate to be 2" below gutter
<br />grode. 10' transition each
<br />side of catch bosin.
<br />I Variable
<br />Top of Curb
<br />24" x 36"
<br />Precast5„ 6 1/2"
<br />N
<br />-3" Grout
<br />on both the outside and �}
<br />the inside. --
<br />SECTION f
<br />® J�8onestroo STANDARD DETAILS
<br />Rosene
<br />IICy & Andarljk TYPE II
<br />Associates CATCHBASIN
<br />EngineersdArchitecls ORONO, MINNESOTA
<br />SI, Paul. Minnesola
<br />I F-=
<br />SECTION
<br />®� Sonestroo
<br />Rosene
<br />&A Anderli
<br />Associates &
<br />Associates
<br />Engineers d Architects
<br />St PA.L Minnesota
<br />wt bottom of mon,-,3:e tc 1/2
<br />meter at pipe and slope grout
<br />toward invert.
<br />nhole steps shall be picced
<br />that offset vertical porton
<br />cone is facing oownstreom.
<br />Neenah R16426 frame and cover or
<br />equal with 2 concealed pick holes.
<br />Infi-Shield Externcl Sealing Sleeve
<br />Minimum of 2 maximum of 6
<br />concrete adjustment rings with full
<br />bed of mortar between each.
<br />Manhole steps, Neer,ar. R1981J
<br />or equal, 16" on center.
<br />Aluminum steps approved.
<br />Alljoints in manhole to have
<br />'0' ring rubber gaskets.
<br />Pipe shall be cut out flush
<br />with inside face of wail.
<br />NOTE Kor-n-seal manhole or equal
<br />considered acceptable alternate.
<br />Minimum slab thickness, 6" for 14'
<br />depth. Increase thickness i" for
<br />each 4' of depth greater than 14',
<br />and reinforce with 6"x6" 10/10 mesh.
<br />Last Revision
<br />FEB. 2000
<br />STANDARD DETAILS
<br />STORM SEWER JUNCTION MANHOLE 9RA Plate Ni:
<br />1-9
<br />ORONO, MINNESOTA a'STO io
<br />24"06" slab opening for Neenah
<br />R3067 costing or equal.
<br />(Vane grate shown)
<br />Dimension from back of curb
<br />to center of pipe.
<br />1 4' Did. MH - 9" in from back of curb
<br />5" Dia . MH - 3" in from back of curb
<br />6 Did. MH - 3" behind back of curb
<br />7" Did. MH - 9" behind back of curb
<br />8" Did, MH - 15" behind back of curb
<br />Neenah R3067 costing or equal
<br />with type 0 or Vane Grote.
<br />Infi-Shield External Sealing Sleeve
<br />Min. 0.2' - max. 1.2' of rings (use
<br />maximum ring thickness to minimize
<br />/ the number of rings and joints.)
<br />Mud required between each ring.
<br />2" of mud covering the
<br />outside of rings. (not required when
<br />-�, external neoprene seal is required.)
<br />\� 6" precast reinforced concrete slab.
<br />All joints in manhole to have
<br />"0" ring rubber gaskets.
<br />Precast concrete section
<br />Doghouses shall be grouted on both
<br />the outside and inside.
<br />Manhole steps, Neenah R1981J or
<br />equal, 16" o.c., Aluminum steps
<br />approved.
<br />8" Precast men se I
<br />9
<br />to concrete block
<br />to top of the pipe, for manholes with
<br />pipe of a. over 24". Plaster exterior
<br />of concrete block.
<br />Grout bottom
<br />M' ' I b h'
<br />See City Plate No. STO-7 for riprop placement.
<br />Anchor Clip
<br />tie
<br />Tie lost 3 pipe joints.
<br />Use 2 tie bolt fasteners
<br />per joint. Install at
<br />60' from top or bottom
<br />6" of pipe.
<br />Provide 3 anchor clips to fasten
<br />Trosh Guard to Flared End Section.
<br />H Hot dip galvanize after fabrication.
<br />TRASH GUARD SIZING
<br />Pipe Size Bars HBolts
<br />ISOMETRIC 12" 3/4"0 2 1/2" 5/8"
<br />15" 3/4"0 3" 5/8"
<br />18" 3�4"0 4" 5/8"
<br />21-24" 1 0 4" 3/4"
<br />27"-36" 1 "0 5„ 3/4„
<br />42" 1.10 6" 3�4"
<br />48"-54" 1 1/4"0 6" 1
<br />60"-72" 1 1/4"0 7" 1"
<br />78"-90" 1 1/4"0 8" 1"
<br />Bonestroo STANDARD DETAILS
<br />Lost Revision:
<br />' DEC. 1999
<br />ICAN Rosene FLARED END SECTION
<br />TAnderlik & BRA Plate No
<br />1Associates AND TRASH GUARD 1-28
<br />Engineers d Archilecls Cit Plate No
<br />SI. Paul. Minnesota ORONO, MINNESOTA STO-6
<br />j� / "cpping sleeve
<br />v �' �Me;: _x
<br />�4
<br />A / r1 - 0
<br />1 t—,
<br />A
<br />PLAN
<br />Conductivity Strap
<br />NOTE: All DIP Watermain sha8 be
<br />wrapped with 8 mil poly. Including
<br />oil mechanical joints
<br />7.5' Minimum cover required
<br />over top of water main.
<br />Resiliont Wedge Valve
<br />Conforming to AWWA
<br />C-509-80 standards
<br />SECTION A—A
<br />9�Bonestroo
<br />Rosene
<br />Anderlik c
<br />1V1
<br />Associates
<br />Engineers d Architects
<br />SI. Paul. Minnesol.
<br />Compacted Granular Backfill
<br />�- Undisturbed Earth
<br />Conc. Thrust Block 8" Conc. block
<br />STANDARD DETAILS Last Rev slam
<br />DEC. 7999
<br />WATER MAIN WET TAP BRA Plate Nc
<br />2-10
<br />ORONO, MINNESOTA GWATte4
<br />DROP LID NOTES: All DIP Watermain shall be
<br />WATER Tyler No. 6850 or 6860 wrapped with 8 mil poly
<br />Mueller No. H-10361 Including all mechanical joints
<br />Bippy-Ste-Croix No. B-5160 7,5' Minimum cover required
<br />over top of water main.
<br />2 - 3/4" Tie rods required
<br />from valve to tee.
<br />Grade
<br />--- ?
<br />TOP Adjust top to 1/2" below
<br />Tyler No. 6850 26" grade. Box to be set to
<br />Mueller No. H-10361 26" provide 12" of adjustment.
<br />Bippy-Ste-Croix No. V0502 27"
<br />Tyler No. 6850
<br />Mueller No. H-10357
<br />EXTENSION Bippy-Ste-Croix B-5001
<br />Tyler No. 58 14" Gate valve box, screw type,
<br />No. 59 18" 3 piece, 5 1/4" shaft, size
<br />No. 60 24" G box, 7'-6' extended.
<br />Mueller No. 58 14"
<br />No. 59 20"
<br />Bippy-Ste-Croix
<br />VB520 No. 57 9"
<br />VS521 No. 58 14"
<br />VB522 No. 59 20"
<br />VB523 No. 60 26"
<br />BOTTOM Butterfly Valve (12" or larger)
<br />Tyler No. 6850 65" Dresser 450, Pratt Groundhog,
<br />Mueller No. H-10361 65" Kennedy, or equal.
<br />Bippy-Ste-Croix No. V8516 60"
<br />3'
<br />r
<br />Me
<br />alu s
<br />9 9 -\ End
<br />View
<br />r
<br />,i
<br />a�
<br />8" Conc. block
<br />Lost
<br />eonestroo STANDARD DETAILS DECRevision
<br />1999
<br />Rosene
<br />c>■ BUTTE
<br />Anderlik & RFLY VALVE AND BOX BRA plot. Nc
<br />�ul1I
<br />Associates INSTALLATION 2-3
<br />Engineers d Architects ORONO, MINNES OTA FCily Plate
<br />SI. P. MinnesotaWAT-3
<br />CATCH BASIN FRAME
<br />ADJUSTING RINGS AS PER
<br />SPECIFICATIONS
<br />NEOPRENE RUBBER TOP SECTIO
<br />EPDM RUBBER BOTTOM SECTION
<br />(MIN. 60 MIL THICKNESS)
<br />EXTERNAL SEAL SLEEVE TO BE
<br />INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS
<br />CATCH BASIN STRUCTURE
<br />SANITARY OR STORM SEWER
<br />MANHOLE FRAME
<br />0 00000 0 '
<br />0 0 0 0 0 0
<br />000000000000000
<br />000000000000000 ADJUSTING RINGS AS PER
<br />00000000000000000 SPECIFICATIONS
<br />0 0 0 0 0 0 o c
<br />0 0 0 0 0 0 0 0
<br />0 0 0 0 0 0 0
<br />0000000'0`000` NEOPRENE RUBBER TOP SECTI01
<br />0000000 �
<br />EPDM RUBBER BOTTOM SECTION
<br />(MIN. 60 MIL THICKNESS)
<br />EXTERNAL SEAL SLEEVE TO BE
<br />INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS
<br />TOP SLAB OR CONE SECTION
<br />MANHOLE SECTION
<br />t Los
<br />0V Bonestroo STANDARD DETAILS DECRe1999
<br />uAosena
<br />u� Anderlik & CATCHBASIN AND MANHOLE EXTERNAL SEAL BRA plot. No
<br />Associates 1-6S
<br />Engin era d Archllecls Cit Plate Na
<br />sl. FavL M^nnasola ORONO, MINNESOTA sTO-11
<br />MOTES: All dip watermcin shall be
<br />DROP L!p wrapped with 8 mil poly
<br />WATER Ty+er A+a. 6860 Inc -- ng ail mechanical
<br />Mueller c. H-10361 la•'==
<br />Bippy-Ste-Cra'z No. B-5160
<br />7.5' Minimum cover required
<br />over top of water main.
<br />Megolugs or 2 - 3/4' tie rods
<br />require, 'rovane to tee.
<br />Grcae m
<br />TOP to 1/2" below
<br />Tyler No. 6860 26" g cos ;--z;. to be set to
<br />Mueller No. H-10361 26" pro,iae 12" of adjustment.
<br />Bippy-Ste-Croix No. V8502 27"
<br />Tper '.a. 6860
<br />Mueller No. H-10357
<br />FXTEh^ C • Bippy-Ste-Croix B-5001
<br />Tyler iC. 58 14" Gate valve box, screw type,
<br />No. 59 18" 3 piece, 5 1f4" shaft, size
<br />No. 60 24" G box, 7'-6 extended,
<br />Mueller Na. 58 14" #6 round boss
<br />No. 59 20"
<br />Bippy-Ste-Croix
<br />VB520 No. 57 9"
<br />VB521 No. 58 14"
<br />V6522 No. 59 20"
<br />V6523 No. EO 26"
<br />BOTTOM Stainless Steel Bolts
<br />Tyler No. 6860 65" Resiliont Wedge Valve
<br />Mueller No. H-10361 65" Conforming to AWWA
<br />Sippy -Ste -Croix No. V6516 60" C-509-80 standards
<br />3'
<br />Megolugj f Megolug
<br />BASE / ! f
<br />8" Conc. block
<br />-- Lost Re vision.
<br />© eonestroo STANDARD DETAILS DEC. 1999
<br />Rosene GATE VALVE AND BOX IreRA plate Ni:Anderlik & INSTALLATION 2-1
<br />Associates
<br />Engineers 6 Architects ORONO , MINNESOTA Gly Plate Nc
<br />St. Pout. Minn
<br />ewla WAT—.1
<br />Grout bottom of manhole to 1/2
<br />diameter at pipe and slope grout
<br />2" toward invert.
<br />Manhole steps shall be placed
<br />so that offset vertical portion
<br />of cone is facing downstream.
<br />PLAN Neenah R16426 frorne and cover cr
<br />equal with 2 concealed pick holes.
<br />Infi-Shield External Sealing Sleeve
<br />Minimum of 2 maximum of 6
<br />concrete adjustment rings with full
<br />bed of mortar between each.
<br />o Manhole steps, Neenah R1981J
<br />I = or equal, 16" on center.
<br />Aluminum steps approved.
<br />i
<br />All joints in manhole to have
<br />"0" ring rubber gaskets.
<br />p5 — 4'-0„
<br />Pipe shall be cut out flush
<br />m with inside face of wall.
<br />> NOTE: Kor-n-seal manhole or equal
<br />considered acceptable alternate.
<br />L Minimum slab thickness of pre cast base
<br />is 6" for 14' deep or less, and increase
<br />SECTION 1" in thickness for every 4' of depth
<br />greater than 14'
<br />DETAILS
<br />TAILS Last :,sign:
<br />©��� 8onestroo FEB. 2000
<br />Rosene
<br />-
<br />U0 SANITARY SEWER JUNCTION MANHOLE ORA No.
<br />\ Arl ijk &
<br />lu� Associates 1 -2
<br />Engineers n nesolArchilecls ORONO, MINNESOTA `y —2
<br />Na.
<br />SI. Paul.
<br />Mia `SAN
<br />"Hydrofinder"
<br />Hydrant locator
<br />Hydrant sholl be Waterous
<br />mum s o t ickness, 6 for 14
<br />depth. Increase thickness 1" for
<br />SECTION each 4' of depth greater than 14',
<br />and reinforce with 6"x6" 10/10 mesh.
<br />ast DEC. 1999 Revision:
<br />DE
<br />8onestroo
<br />J
<br />STANDARD DETAILS
<br />Last Revision:
<br />FEB. 2000
<br />traffic break off section
<br />1-258
<br />Rosene
<br />ORONO MINSOTA City Plate No.
<br />NEN
<br />GE -7
<br />bury. Watermain sholl
<br />3RA Plate No.
<br />1-19
<br />have 7'-6" of cover.
<br />��� Anderlik d,
<br />Associates
<br />Engineers d Architects
<br />TYPE II
<br />CATCHBASIN MANHOLE
<br />BRA Piote No.
<br />Lj -1 6
<br />ty Pale Na.
<br />Cily Plate No.
<br />ORONO, MINNESOTA
<br />STO-5
<br />SI. Paul, Minnesota
<br />sT� O -3I
<br />See City Plate No. STO-7 for riprop placement.
<br />Anchor Clip
<br />tie
<br />Tie lost 3 pipe joints.
<br />Use 2 tie bolt fasteners
<br />per joint. Install at
<br />60' from top or bottom
<br />6" of pipe.
<br />Provide 3 anchor clips to fasten
<br />Trosh Guard to Flared End Section.
<br />H Hot dip galvanize after fabrication.
<br />TRASH GUARD SIZING
<br />Pipe Size Bars HBolts
<br />ISOMETRIC 12" 3/4"0 2 1/2" 5/8"
<br />15" 3/4"0 3" 5/8"
<br />18" 3�4"0 4" 5/8"
<br />21-24" 1 0 4" 3/4"
<br />27"-36" 1 "0 5„ 3/4„
<br />42" 1.10 6" 3�4"
<br />48"-54" 1 1/4"0 6" 1
<br />60"-72" 1 1/4"0 7" 1"
<br />78"-90" 1 1/4"0 8" 1"
<br />Bonestroo STANDARD DETAILS
<br />Lost Revision:
<br />' DEC. 1999
<br />ICAN Rosene FLARED END SECTION
<br />TAnderlik & BRA Plate No
<br />1Associates AND TRASH GUARD 1-28
<br />Engineers d Archilecls Cit Plate No
<br />SI. Paul. Minnesota ORONO, MINNESOTA STO-6
<br />j� / "cpping sleeve
<br />v �' �Me;: _x
<br />�4
<br />A / r1 - 0
<br />1 t—,
<br />A
<br />PLAN
<br />Conductivity Strap
<br />NOTE: All DIP Watermain sha8 be
<br />wrapped with 8 mil poly. Including
<br />oil mechanical joints
<br />7.5' Minimum cover required
<br />over top of water main.
<br />Resiliont Wedge Valve
<br />Conforming to AWWA
<br />C-509-80 standards
<br />SECTION A—A
<br />9�Bonestroo
<br />Rosene
<br />Anderlik c
<br />1V1
<br />Associates
<br />Engineers d Architects
<br />SI. Paul. Minnesol.
<br />Compacted Granular Backfill
<br />�- Undisturbed Earth
<br />Conc. Thrust Block 8" Conc. block
<br />STANDARD DETAILS Last Rev slam
<br />DEC. 7999
<br />WATER MAIN WET TAP BRA Plate Nc
<br />2-10
<br />ORONO, MINNESOTA GWATte4
<br />DROP LID NOTES: All DIP Watermain shall be
<br />WATER Tyler No. 6850 or 6860 wrapped with 8 mil poly
<br />Mueller No. H-10361 Including all mechanical joints
<br />Bippy-Ste-Croix No. B-5160 7,5' Minimum cover required
<br />over top of water main.
<br />2 - 3/4" Tie rods required
<br />from valve to tee.
<br />Grade
<br />--- ?
<br />TOP Adjust top to 1/2" below
<br />Tyler No. 6850 26" grade. Box to be set to
<br />Mueller No. H-10361 26" provide 12" of adjustment.
<br />Bippy-Ste-Croix No. V0502 27"
<br />Tyler No. 6850
<br />Mueller No. H-10357
<br />EXTENSION Bippy-Ste-Croix B-5001
<br />Tyler No. 58 14" Gate valve box, screw type,
<br />No. 59 18" 3 piece, 5 1/4" shaft, size
<br />No. 60 24" G box, 7'-6' extended.
<br />Mueller No. 58 14"
<br />No. 59 20"
<br />Bippy-Ste-Croix
<br />VB520 No. 57 9"
<br />VS521 No. 58 14"
<br />VB522 No. 59 20"
<br />VB523 No. 60 26"
<br />BOTTOM Butterfly Valve (12" or larger)
<br />Tyler No. 6850 65" Dresser 450, Pratt Groundhog,
<br />Mueller No. H-10361 65" Kennedy, or equal.
<br />Bippy-Ste-Croix No. V8516 60"
<br />3'
<br />r
<br />Me
<br />alu s
<br />9 9 -\ End
<br />View
<br />r
<br />,i
<br />a�
<br />8" Conc. block
<br />Lost
<br />eonestroo STANDARD DETAILS DECRevision
<br />1999
<br />Rosene
<br />c>■ BUTTE
<br />Anderlik & RFLY VALVE AND BOX BRA plot. Nc
<br />�ul1I
<br />Associates INSTALLATION 2-3
<br />Engineers d Architects ORONO, MINNES OTA FCily Plate
<br />SI. P. MinnesotaWAT-3
<br />CATCH BASIN FRAME
<br />ADJUSTING RINGS AS PER
<br />SPECIFICATIONS
<br />NEOPRENE RUBBER TOP SECTIO
<br />EPDM RUBBER BOTTOM SECTION
<br />(MIN. 60 MIL THICKNESS)
<br />EXTERNAL SEAL SLEEVE TO BE
<br />INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS
<br />CATCH BASIN STRUCTURE
<br />SANITARY OR STORM SEWER
<br />MANHOLE FRAME
<br />0 00000 0 '
<br />0 0 0 0 0 0
<br />000000000000000
<br />000000000000000 ADJUSTING RINGS AS PER
<br />00000000000000000 SPECIFICATIONS
<br />0 0 0 0 0 0 o c
<br />0 0 0 0 0 0 0 0
<br />0 0 0 0 0 0 0
<br />0000000'0`000` NEOPRENE RUBBER TOP SECTI01
<br />0000000 �
<br />EPDM RUBBER BOTTOM SECTION
<br />(MIN. 60 MIL THICKNESS)
<br />EXTERNAL SEAL SLEEVE TO BE
<br />INSTALLED PER MANUFACTURERS
<br />RECOMMENDATIONS
<br />TOP SLAB OR CONE SECTION
<br />MANHOLE SECTION
<br />t Los
<br />0V Bonestroo STANDARD DETAILS DECRe1999
<br />uAosena
<br />u� Anderlik & CATCHBASIN AND MANHOLE EXTERNAL SEAL BRA plot. No
<br />Associates 1-6S
<br />Engin era d Archllecls Cit Plate Na
<br />sl. FavL M^nnasola ORONO, MINNESOTA sTO-11
<br />MOTES: All dip watermcin shall be
<br />DROP L!p wrapped with 8 mil poly
<br />WATER Ty+er A+a. 6860 Inc -- ng ail mechanical
<br />Mueller c. H-10361 la•'==
<br />Bippy-Ste-Cra'z No. B-5160
<br />7.5' Minimum cover required
<br />over top of water main.
<br />Megolugs or 2 - 3/4' tie rods
<br />require, 'rovane to tee.
<br />Grcae m
<br />TOP to 1/2" below
<br />Tyler No. 6860 26" g cos ;--z;. to be set to
<br />Mueller No. H-10361 26" pro,iae 12" of adjustment.
<br />Bippy-Ste-Croix No. V8502 27"
<br />Tper '.a. 6860
<br />Mueller No. H-10357
<br />FXTEh^ C • Bippy-Ste-Croix B-5001
<br />Tyler iC. 58 14" Gate valve box, screw type,
<br />No. 59 18" 3 piece, 5 1f4" shaft, size
<br />No. 60 24" G box, 7'-6 extended,
<br />Mueller Na. 58 14" #6 round boss
<br />No. 59 20"
<br />Bippy-Ste-Croix
<br />VB520 No. 57 9"
<br />VB521 No. 58 14"
<br />V6522 No. 59 20"
<br />V6523 No. EO 26"
<br />BOTTOM Stainless Steel Bolts
<br />Tyler No. 6860 65" Resiliont Wedge Valve
<br />Mueller No. H-10361 65" Conforming to AWWA
<br />Sippy -Ste -Croix No. V6516 60" C-509-80 standards
<br />3'
<br />Megolugj f Megolug
<br />BASE / ! f
<br />8" Conc. block
<br />-- Lost Re vision.
<br />© eonestroo STANDARD DETAILS DEC. 1999
<br />Rosene GATE VALVE AND BOX IreRA plate Ni:Anderlik & INSTALLATION 2-1
<br />Associates
<br />Engineers 6 Architects ORONO , MINNESOTA Gly Plate Nc
<br />St. Pout. Minn
<br />ewla WAT—.1
<br />Grout bottom of manhole to 1/2
<br />diameter at pipe and slope grout
<br />2" toward invert.
<br />Manhole steps shall be placed
<br />so that offset vertical portion
<br />of cone is facing downstream.
<br />PLAN Neenah R16426 frorne and cover cr
<br />equal with 2 concealed pick holes.
<br />Infi-Shield External Sealing Sleeve
<br />Minimum of 2 maximum of 6
<br />concrete adjustment rings with full
<br />bed of mortar between each.
<br />o Manhole steps, Neenah R1981J
<br />I = or equal, 16" on center.
<br />Aluminum steps approved.
<br />i
<br />All joints in manhole to have
<br />"0" ring rubber gaskets.
<br />p5 — 4'-0„
<br />Pipe shall be cut out flush
<br />m with inside face of wall.
<br />> NOTE: Kor-n-seal manhole or equal
<br />considered acceptable alternate.
<br />L Minimum slab thickness of pre cast base
<br />is 6" for 14' deep or less, and increase
<br />SECTION 1" in thickness for every 4' of depth
<br />greater than 14'
<br />DETAILS
<br />TAILS Last :,sign:
<br />©��� 8onestroo FEB. 2000
<br />Rosene
<br />-
<br />U0 SANITARY SEWER JUNCTION MANHOLE ORA No.
<br />\ Arl ijk &
<br />lu� Associates 1 -2
<br />Engineers n nesolArchilecls ORONO, MINNESOTA `y —2
<br />Na.
<br />SI. Paul.
<br />Mia `SAN
<br />"Hydrofinder"
<br />Hydrant locator
<br />Hydrant sholl be Waterous
<br />DEC. 1999
<br />Pocer W6-100 or WB -67
<br />BEDDING METHODS
<br />with stainless bolls and 16"
<br />Anderlik d
<br />traffic break off section
<br />1-258
<br />Hydrant shall be for 8.0'
<br />ORONO MINSOTA City Plate No.
<br />NEN
<br />GE -7
<br />bury. Watermain sholl
<br />SL Paul, Mlnne sots
<br />have 7'-6" of cover.
<br />For Valve Box installtion
<br />See Detail Plate No. WAT-1.
<br />Hydrants and gate valves
<br />shall be restrained
<br />break off
<br />with megalugs.
<br />Resilient wedge valve
<br />conforming to AWWA
<br />C-509-80 standards.
<br />All D.I.P. watermain
<br />Grade
<br />shall be wrapped with
<br />8 mil plastic. Including
<br />all mechanical joints
<br />3'
<br />Stainless Steel
<br />Bolts
<br />rMe lug \ r Megalug
<br />6„lend 1,'`:'''..`
<br />8” Conc. block
<br />1 Cu. Yd. of 1 1/2' rock. Cover
<br />with 2 layers of polyethylene,
<br />Last Revscn:
<br />©� Bonestroo STANDARD DETAILS DEC. 1999
<br />Rosene
<br />Anderlik & VALVE AND HYDRANT BRA Plate Na
<br />11 Associates INSTALLATION 2-2
<br />[ --
<br />Engineer d Arohllacls ORONO MINNESOTA CW2
<br />PlateAT—I:o.
<br />St. P. Minn.solo W
<br />—
<br />_ --T Compacted Backfill
<br />`1 -- Granular Borrow
<br />Qc _, I MnDOT Spec.
<br />-1 0,56c . r 3149A Mod.
<br />It
<br />^, -fr 11=I11_ii =h. -_til_
<br />Bc+12 r Bc" Denotes outside
<br />_ — diameter of pipe
<br />PIPE FOUNDATION & BEDDING IN GOOD SOILS
<br />I
<br />_ Compacted
<br />1= Backfill
<br />1+
<br />=1 ' + + + + + + r r + + �_ I
<br />- - -• 1 Course Filter
<br />+• +~,+•�C �L++++++++♦++I=I Aggr. MnDot
<br />---'---T-I - 0,5�d t ` t + t ` j�l= Spec. 3149H Mod.
<br />1. -- - + + If-
<br />' I
<br />-I
<br />T 6_Pa�Depth -1 _ / / / / / / / / / i _Ic' Foundation
<br />T -Increments ZTyp -1 , / /
<br />I I-=III=1 I IJ I1.I I Ic
<br />�Bc+12" Min. "Ed" Denotes outside
<br />diameter of pipe
<br />PIPE FOUNDATION & BEDDING IN POOR SOILS
<br />V 8onestroo
<br />STANDARD DETAILS
<br />DEC. 1999
<br />flosene
<br />Ilf�
<br />BEDDING METHODS
<br />BRA Plate No.
<br />Anderlik d
<br />FOR VCP or PVC
<br />1-258
<br />A Associates
<br />ORONO MINSOTA City Plate No.
<br />NEN
<br />GE -7
<br />Engineers d Arch
<br />SL Paul, Mlnne sots
<br />T
<br />1 Bc
<br />Ii l Compacted Backfill
<br />11_li
<br />-I` �• 0.58 __II I1 2000# Concrete
<br />-.7-11 -
<br />LOAD FACTOR 2.3
<br />8, I-
<br />I- Bc+12" in. "Bc" Denotes outside CLASS A
<br />diameter of pipe Concrete backfill to 0.5
<br />of outside diameter with
<br />shaped bedding.
<br />c t
<br />II1II i Compacted Backfill
<br />=li 0.5 C + Ili
<br />_I___==n rI
<br />+ _Ti I Course Filter Aggregate
<br />6
<br />c/4 but + T' I MnDOT Spec. 3149H Mod,
<br />less than 6" + + -III
<br />- II__ill_TIJII=III=III_ li' LOAD FACTOR 1.9
<br />4 Bc" Denotes outside CLASS
<br />Bc+12" Min. diameter of pipe
<br />Hand shaped from angular
<br />bedding material
<br />6" :I ,I
<br />_1I. 6c Till Compacted Backfill
<br />LOAD FACTOR 1.5
<br />0,5B*C'l "Bc" Denotes outside CLASS C-1
<br />�.Bc+12Z_Min-• diameter of pipe
<br />Hand shaped from firm
<br />undisturbed soil
<br />" _
<br />6 �I I Bc '11'II Compacted Backfill
<br />_i=1 VIII
<br />P. qc 11 Course Filter Aggregate
<br />Bc/4 but ' =1i • �- + Ti"
<br />less than 6" Il .' + + + + _Il' I MnDOT Spec. 3149H Mod.
<br />-I=' i1_ITi_T=1Ti_T=-TTI_ 11", LOAD FACTOR 1.5
<br />8c" Denotes outside-
<br />diameter of pipe CLASS C 2
<br />Bc+12' M_ in. Hand shaped from angular
<br />bedding material
<br />©� Bonestroo STANDARD DETAILS DECRe1999
<br />sene
<br />Ro
<br />Anderlik & BEDDING METHODS BRA Plate No
<br />IUl Associates FOR RCP or DIP 1-25
<br />Enginean d Archil., is ORONO, MINNES OTA City Plate No
<br />SI. Poul. MlnnosolaGEN-6
<br />Grout bottom of manhole to 1/2 diameter
<br />at pipe and slope grout 2" toward invert.
<br />Manhole steps shall be placed
<br />so that
<br />offset vertical portion
<br />i of cone is facing downstream.
<br />©'!1' BonesProo
<br />ZZI/ Rosana
<br />LSI Anderlik &
<br />lel AssociaPes
<br />Engineers d Archilecls
<br />sl. Paul. Minnesola
<br />Neenah R16426 frome and cover or
<br />equal with 2 concealed pick holes.
<br />PLAN
<br />Infi-Shield External Sealing Sleeve
<br />- �- Minimum of 2 maximum of 6
<br />concrete adjustment rings with full
<br />bed of mortar between each.
<br />Manhole steps, Neenah R1981J
<br />for equal, 16" on center.
<br />i Aluminum steps approved.
<br />i
<br />= All joints in manhole to have
<br />"0" ring rubber gaskets.
<br />I
<br />4'-0
<br />Pipe sholl be cut out flush
<br />with inside face of wall.
<br />NOTE: Kor-n-seal manhole or equal
<br />considered acceptable alternate.
<br />Minimum slab thickness of pre cost base
<br />is 6" for 14' deep or less, and increase
<br />SECTION 1" in thickness for every 4' of depth
<br />greater than 14'
<br />Lcst
<br />STANDARD DETAILS 1999 Re1999
<br />DEC.DE
<br />SANITARY SEWER MANHOLE eRA Plate No.
<br />• 1-1
<br />City
<br />ORONO, MINNESOTA SANT. la.
<br />ORONO
<br />WOODS
<br />APARTMENTS
<br />C I T y 0
<br />V R 0 N 0
<br />M T N N I 0 T A
<br />sor°u1T1?0Tq
<br />MILLER
<br />H AN SON
<br />WESTERBECK
<br />BERGER, INC
<br />ARCHITECTS & PLANNERS
<br />1201 HAWTHORNE AVENUE
<br />MINNEAPOLIS, MINNESOTA 55403
<br />612 332-5420 FAX 612 332-5425
<br />FR" AWW e
<br />00ii(MCTORS
<br />KEY PLAN p
<br />SRS &
<br />M
<br />to PREMIER t I
<br />= DR z
<br />>
<br />CADD FILE QUALIFICATION:
<br />for this project
<br />S rve or o
<br />fit prepared b the En
<br />ineer u P 1
<br />CARD ru e p y g, /
<br />or instruments of the Engineer s/SurveyorXs professional services
<br />for use solely with respect to this project. These CADD files
<br />shall not be used on other projects, for odditions to this project
<br />or for completion of this project by others without written approval
<br />by this Engineer/Surveyor. With the Engineer's/Surveyor's approval
<br />athero may be permitted to obloin cup;es of the CADD drawing
<br />files for information and reference unity. WI intentional or unintentional
<br />revisions, additions or deletions to these CADD files shall be made
<br />at the full risk of that party making such revisions, additions or
<br />deletions and that party shall hold hornuess and indemnity the
<br />Engineer/Surveyor from any & all responsibilities, claims and liabilities.
<br />SHEET INDEX
<br />SHEET TITLE
<br />Cl TITLE SHEET
<br />CI -1 EXISTING CONDITIONS PLAN
<br />C2-1 SITE PLAN
<br />C3-1 GRADING, DRAINAGE &
<br />EROSION CONTROL 111 -AN
<br />C4-1 UTILITY PLAN
<br />C9-1 GRADING & STREET DETAIL SHEET
<br />C9-2 UTILITY DETAIL SHEr"I'
<br />I hereby certify that this plan, speciricatlon or report was
<br />prepared by m or under ny direct s�pervislon and that I an
<br />Q duly registered ccWProfessional Ena4i— �uJndeef. he tors of the
<br />State of Mir" 1 "1
<br />j/ G
<br />9G z� r
<br />Reg. No. D.A.
<br />DATE REVISION
<br />QUALITY MANAGEMENT REVIEW:
<br />BY: DATE:
<br />AssocIATES
<br />Planning a Civil EngineerLng to Land Surveying
<br />Environmental a Archaeology
<br />7200 8emlock Lane, Suite 300, kinueapolis, Minnesota 55369-5592
<br />Telephone: (612)424-5505 Fax: (612)424-5822
<br />02000 Telt Page loucksmclagau.com
<br />UTILITY
<br />DETAIL SHEET
<br />JI
<br />PROJECT NO.
<br />00216 C9-2
<br />1x
<br />C9020. DT�I�G
<br />
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