|
1' VARIES
<br />VARIABLE SLOPE 200% VARIES
<br />(SEE X -SEC'S)
<br />4” CONIC
<br />SIDEWALK (2521)
<br />4" AGGREGATE BASE
<br />CL 5 (2211)
<br />(INCIDENTAL TO WALK)
<br />NOTES:
<br />1. BOULEVARD SLOPE TO BE BETWEEN 4.0% AND 6.0%
<br />2. WIDTH TO BE 5' IN RESIDENTIAL AREAS AND 6' IN
<br />COMMERCIAL AREAS OR ALONG COLLECTOR STREETS
<br />UNLESS OTHERWISE DIRECTED BY THE ENGINEER
<br />CONCRETE SIDEWALK
<br />NOT TO SCALE
<br />g�ONO SIDEWALK ARIOG BOLTON
<br />MxDP TE„ © & MENK
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<br />STRUCTURE DESIGN BOLTON
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<br />�POMNEEUBBERTOPSECTON
<br />RUBBER BOTTOM SECTION
<br />EMIN60 MIL THILKNESSE
<br />TO BE
<br />ING—ED PER cTURERs
<br />RECO.. MENDATONs
<br />TCH BASIN STRUCTURE
<br />r�A
<br />TARY OR STORM SEWER
<br />MANHOLE FRAME
<br />ADJUSTING RINGS AS PER
<br />SPECIFICATIONS
<br />EOPRENE RUBBER TOP SECTION
<br />= 1
<br />POM RUBBER BOTTOM SECTION
<br />E%'TERNAL BEE4'L SEE TO BE
<br />r
<br />INSTALLED PER MANUFACTURERS
<br />RECOMMENDATONS
<br />TOP SUB OR CONE SECTION
<br />SECTION
<br />1 NOCATC, RH3067 OR APPROVED EQUAL FOR TYPE
<br />II AND NEENAH R4342 FOR TYPE I.
<br />2. MANHOLE CASTINGS SHALL BF NEENAH NO
<br />0 EQUAL WITH
<br />8612&B6180612& 8618 CONCRETE CURB E, GUTTER CURB&GUTTER
<br />CATCH BPSIN AND
<br />MANHOLE EXTERNAL SEAL
<br />-BITUMINOUS CURB
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<br />NON-RIGIDSANITARY
<br />SE
<br />=NCH
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<br />—L G BOLTON
<br />Ayunm & MENK
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<br />Real People. Real Solutions.
<br />CASTING AS SPECIFIED O
<br />GRADE
<br />MIN 3
<br />MAKE
<br />CONCRETEADIUSTING
<br />RINGS WITH NON -SHRINK
<br />• � ': GROUTANDPUSTERED
<br />^ Q3 3T 1/2” THICK INSIDE AND OUT
<br />PLACE BITUMINOUS
<br />MASTIC BETW EEN SERIONS
<br />(D BRING TRACER WIRE INTO
<br />- MANHOLE BELOW FIRST
<br />48" ADJUSTING RING, PROVIDE
<br />3 MIN COL GF TRACER
<br />WIRE WITHIN THE MANHOLE
<br />FILL ANNUUR SPACE AROUND
<br />PIPE WITH NON SHRINK GROUT
<br />INSIDE &OUT (TVP)
<br />SEE PUN FOR PIPE SIZE
<br />GROUTINVERT 02 CASTINGTO BER -1642
<br />OR R -2501-C
<br />DEPENDING ON
<br />3O RR PROPOSED HE TO BE
<br />SED WHEN
<br />PRECASTCONCRETE NON-CONDURIVE
<br />NOTES: BASE PIPE IS INSTALLED
<br />1. TRACERWIREONLY
<br />REQUIRED WHEN
<br />DIRECTED BY THE CITY
<br />ENGINEER
<br />STORM SEWER STRUCTURE, DESIGN F
<br />NE, WITH TRACER
<br />NOTTO SCALE
<br />STRUCTURE, DESIGN F
<br />�C� [ TYPE "A"CONE WITH
<br />'s^VMf 7r: o No vurtxoE
<br />BOLTON
<br />(N MENK
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<br />Real Peopl, NOW Solutions.
<br />SEE CITY PUTS NO. STO7 FOR UPRAP PUCEMENT.
<br />ANCHOR CLIP
<br />TIE LAST3 PIPE INT=.
<br />USE 2 TIE BOLT FASTENERS
<br />PER ICINT INSTAL
<br />GO FROM TOP OR BOTTOM
<br />OF PIPE.
<br />PROV IDES ANCHOR CLIPS TO FASTEN
<br />TRASHGUARD TO FURED END SECTION.
<br />HOT DIP GALVANIZE AFTER FABRICATION.
<br />h TRASH Gu sZNG
<br />PIPE SIZE SARSW`D'H BOLTS
<br />+s• w'e 21?519'
<br />SIB
<br />ISOMETRIC 1B" aNre 4 w•
<br />21— re
<br />2r re e•
<br />Ire e•
<br />iMore 9'
<br />carer
<br />1V4re B' ,
<br />AONo
<br />SFLARNDEREDEION ND
<br />0'a UR EA„"DD
<br />IL LOG .
<br />B NR
<br />BOLTON
<br />& MENK
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<br />STO-600
<br />Real PeOa e. Real $olutl0nx
<br />1' VARIES
<br />VARIABLE SLOPE 200% VARIES
<br />(SEE X -SEC'S)
<br />4” CONIC
<br />SIDEWALK (2521)
<br />4" AGGREGATE BASE
<br />CL 5 (2211)
<br />(INCIDENTAL TO WALK)
<br />NOTES:
<br />1. BOULEVARD SLOPE TO BE BETWEEN 4.0% AND 6.0%
<br />2. WIDTH TO BE 5' IN RESIDENTIAL AREAS AND 6' IN
<br />COMMERCIAL AREAS OR ALONG COLLECTOR STREETS
<br />UNLESS OTHERWISE DIRECTED BY THE ENGINEER
<br />CONCRETE SIDEWALK
<br />NOT TO SCALE
<br />g�ONO SIDEWALK ARIOG BOLTON
<br />MxDP TE„ © & MENK
<br />oSTR-006o peal People. Real Solutions
<br />�OA'O
<br />STRUCTURE DESIGN BOLTON
<br />4020W�/TRACER WI RE �, &MENK
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<br />a°a0oao�°°°P
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<br />�POMNEEUBBERTOPSECTON
<br />RUBBER BOTTOM SECTION
<br />EMIN60 MIL THILKNESSE
<br />TO BE
<br />ING—ED PER cTURERs
<br />RECO.. MENDATONs
<br />TCH BASIN STRUCTURE
<br />---D
<br />TARY OR STORM SEWER
<br />MANHOLE FRAME
<br />ADJUSTING RINGS AS PER
<br />SPECIFICATIONS
<br />EOPRENE RUBBER TOP SECTION
<br />\ /
<br />POM RUBBER BOTTOM SECTION
<br />E%'TERNAL BEE4'L SEE TO BE
<br />y
<br />INSTALLED PER MANUFACTURERS
<br />RECOMMENDATONS
<br />TOP SUB OR CONE SECTION
<br />SECTION
<br />1 NOCATC, RH3067 OR APPROVED EQUAL FOR TYPE
<br />II AND NEENAH R4342 FOR TYPE I.
<br />2. MANHOLE CASTINGS SHALL BF NEENAH NO
<br />0 EQUAL WITH
<br />O
<br />� N o
<br />CATCH BPSIN AND
<br />MANHOLE EXTERNAL SEAL
<br />DETAILLOG
<br />0
<br />BOLTON
<br />& MENK
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<br />0 N
<br />STRUCTURE DESIGN BOLTON
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<br />4022j/ TRACER WIRE
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<br />1. RUBBER GASKET ITYPICALL
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<br />SIGN
<br />PUBI BLACK LETTERING ON WHOE BACKGROUND
<br />PRIVATEEADS660WHITE LETTERING ON GREEN BACKGROUND
<br />34"SIGN PLATE MINIMUM; 48" SIGN PLATE MAXIMUM
<br />N2.5 U CHANNEL
<br />GALVANIZED SIGN POST
<br />0
<br />PRECAST CONCRETE CONE SECTION
<br />--a—
<br />SPECIFIED
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<br />NOTTO -E
<br />MANHOLE"TIVLTO
<br />N
<br />W ITRACEERxoIREENKyY "cc,SAN-000peel People. Real Solutions.
<br />nxGOR NING NOTES:
<br />1 ECCENTRCCONE SECTONINAYBE
<br />USED IN OEEP STRUCTURES TO AVO 0
<br />MORE THAN 4 ADIUSTING RINGS
<br />w 1 2. PIPE CMUTS TO BE UO- AG
<br />SPE3S EL STEEL PLASTIC STEPS
<br />SHALL BE A POLYPROPYLLNE PLASTIC
<br />RE NFORCED W RR A NO2 DEFORMED
<br />mr BRING
<br />ETL ROD GRADE E
<br />R NG TRACER WIRE INI MANHOLE
<br />BELOW FIRSTADJUSTING RING, PROVIDE
<br />SECTIONAL VIEW G'MICall. OFTEhEER WIRE
<br />MANHOLE
<br />N
<br />DRAINAGE STRUCTURE WITH SUMP S. CASTING TO RETYPE R 3067N UNLESS
<br />OTHERWISE SPECIFIED ON PIANS
<br />WITH TRACER WIRE 6. TRACER WIRE TO BE USED WHEN
<br />NMTOSCAF LLED
<br />7.ITRACER WIRE ONLYON CONDUCTIVE 'REQUIREDPE IS AWH NCITY ENGINEER
<br />DIRECTED
<br />By THE
<br />DRAINAGE STRUCTURE
<br />V'ONO WITH SUMP, BOLTON
<br />P WITHE�RA�CEBR:IRE &MEN K
<br />STO-105 peal people. Real Solutions
<br />FINISH EDI 10'TYP �ul�
<br />SURFACE 2"%4'WOOD
<br />MARKEFI
<br />MINABOVE
<br />GRADE
<br />BRINGTRACER
<br />WIRETOSURFACE
<br />NOTE: z� ANDTERMINATE
<br />WY ES, BE NDS AND PIPE Fr INACCESSBOX
<br />SIZES AS REQUIRED BY b AS SPECIFIED 2"X2"WOOD
<br />PUNSANDSPECSMARKER
<br />WATERTIGHT
<br />TRACER WIRE CAP (INCIDENTAL)
<br />BEND AS REQUIRED (INCIDENTAL)
<br />(45• MAK PER BEND)
<br />ATTACH TRACERWIRE f-
<br />TO'EWER MAIN WITH
<br />STAINLESS STEEL CLAMP,
<br />COATCONNECTION EWER SERVICE SLOPE ATTACH TRACER WIRE
<br />WITH 3M SCOTCH KOTE REQUIREMENTS MIN I.O% TOSEWER MAINWITH
<br />OR APPROVED EQUAL OPTIMUM 2.03FMAX 12.5% STAINLESS STEEL LUMP,
<br />RISER ON UNDISTURBED COATCONNECTION
<br />TRENCH WALL WITH 3M SCOTCH ROTE
<br />OR APPROVED EQUAL
<br />45•BEND SEWER SERVICE SLOPE
<br />8 O REQUIREMENTS MIN 1.0%
<br />SPECIFIED 4
<br />WYE BRANCH UNLESS OPTIMUM 2.OSFMAX 12.5%
<br />SPECIFIED OTHERWISE
<br />GRAVITY SEWER AS SPECIFIED
<br />REFER TO TRENCH DETAIL FOR
<br />INSTALUTION REQUIREMENTS
<br />SANITARY SEWER SERVICE RISER,
<br />NEW CONSTRUCTION,
<br />WITH TRACER WIRE ACCESS BOX
<br />NOT TO SCALE
<br />SANITARY SONER SERVICE I
<br />SON° RISER NEWCOF"M `TION DEPS"DG ® BOLTON
<br />HTEAFRRWIE ACCFM aaNDUAnT>Lm0 (NMENK
<br />=71M01 F"
<br />People. Real SDIBIIDns.
<br />V
<br />[T {CQM DBACKF FILL� GI F
<br />AS SPECIFIED EXCAVATION
<br />RC PIPE 12" (MIN)
<br />CLASS AS
<br />SPECIFIED
<br />SHAPE BOTTOM TO HA PIPE DIA B
<br />gTQ1 PIPE Oo.3s
<br />D, 36.OR LE55 Bc+2C•
<br />a
<br />PROVIDE BELL HOLE 42•TO 54" SxBc
<br />ATEACHIE(IF B E"DROVER &+36'
<br />REQUIRED)
<br />RC PIPE
<br />BACKFILL WITH SEIEREO
<br />`COMPACIEDBACKFIUI MATERIAL FROM EXCAVATION
<br />ASSPECIFIED
<br />Bc 1r (MIN)
<br />B
<br />RC PIPE %PE OM C
<br />CUSS AS pep 36"OR IF.SS B+N"
<br />PECIFIED
<br />O.1S Bc "DSC" 1.SdL Bc
<br />E'OROVER 8+36"
<br />O.68c EI US, UUR
<br />B BEDDING
<br />RC PIPE
<br />CLASS "B" BEDDING
<br />O O RC PIPE BEDDING BOLTON
<br />DD„DP B„D ©&MENK
<br />570-000 Real People. Real Solu[ion5
<br />10”
<br />5 3O'
<br />10
<br />s s m�❑
<br />I
<br />ICATOI BAIRN PUN BASE SUB PLRN
<br />NOTES.
<br />AX 6D—RTA
<br />1.CASnx6TO BETYPE R SKEL V Ux1ESSOTHERW SE
<br />0AGBIRERNGSPEFEDONPIANS
<br />ALTERNATE VSTExVutE BASE CAx BF USED RF NERC NG SHALL BE W RF FABICPF WxG ax aRFwOFI HDOT IN BOTH Ixor LLSSTHAR 0.115gNRSING
<br />GRQUTRECTORS
<br />S,RACRWRNN,�uaNBA%NREEWnRM
<br />S, TRACER -18
<br />FINE IS II BE USED WHEN NON-CONDUCTIME
<br />ME CITY ENGIN FRY REQUIRE WHEN DIRECTED BY
<br />CATCH BASIN STRUCTURE
<br />DESIGN R-1 (2'x3') WITH TRACER WIRE
<br />pONO STR (TUBE W'FTIHN BOLTON
<br />'U oERBIR ISE &MEN K
<br />��y� SMTO-106 Real People. Real SUIGU s.
<br />Harbor R
<br />�COMPACTED
<br />ASSPECIFIED
<br />PIPEMATERIAL'
<br />STOP
<br />3R .1
<br />30)
<br />R'-'
<br />GRANULAR
<br />O
<br />STREETS
<br />'
<br />2
<br />3.
<br />1.
<br />-DE -B
<br />SIGN
<br />PUBI BLACK LETTERING ON WHOE BACKGROUND
<br />PRIVATEEADS660WHITE LETTERING ON GREEN BACKGROUND
<br />34"SIGN PLATE MINIMUM; 48" SIGN PLATE MAXIMUM
<br />N2.5 U CHANNEL
<br />GALVANIZED SIGN POST
<br />c
<br />FINISHEDGRADE
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />LJ
<br />STOP & STREET SIGN
<br />NL
<br />SPECIFIED
<br />OD
<br />e
<br />STREET SIGN"(D
<br />BOLTON
<br />& MENK
<br />+IQO,VO
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<br />RRBI PEOPIe. Real SKI'llons.
<br />nxGOR NING NOTES:
<br />1 ECCENTRCCONE SECTONINAYBE
<br />USED IN OEEP STRUCTURES TO AVO 0
<br />MORE THAN 4 ADIUSTING RINGS
<br />w 1 2. PIPE CMUTS TO BE UO- AG
<br />SPE3S EL STEEL PLASTIC STEPS
<br />SHALL BE A POLYPROPYLLNE PLASTIC
<br />RE NFORCED W RR A NO2 DEFORMED
<br />mr BRING
<br />ETL ROD GRADE E
<br />R NG TRACER WIRE INI MANHOLE
<br />BELOW FIRSTADJUSTING RING, PROVIDE
<br />SECTIONAL VIEW G'MICall. OFTEhEER WIRE
<br />MANHOLE
<br />N
<br />DRAINAGE STRUCTURE WITH SUMP S. CASTING TO RETYPE R 3067N UNLESS
<br />OTHERWISE SPECIFIED ON PIANS
<br />WITH TRACER WIRE 6. TRACER WIRE TO BE USED WHEN
<br />NMTOSCAF LLED
<br />7.ITRACER WIRE ONLYON CONDUCTIVE 'REQUIREDPE IS AWH NCITY ENGINEER
<br />DIRECTED
<br />By THE
<br />DRAINAGE STRUCTURE
<br />V'ONO WITH SUMP, BOLTON
<br />P WITHE�RA�CEBR:IRE &MEN K
<br />STO-105 peal people. Real Solutions
<br />FINISH EDI 10'TYP �ul�
<br />SURFACE 2"%4'WOOD
<br />MARKEFI
<br />MINABOVE
<br />GRADE
<br />BRINGTRACER
<br />WIRETOSURFACE
<br />NOTE: z� ANDTERMINATE
<br />WY ES, BE NDS AND PIPE Fr INACCESSBOX
<br />SIZES AS REQUIRED BY b AS SPECIFIED 2"X2"WOOD
<br />PUNSANDSPECSMARKER
<br />WATERTIGHT
<br />TRACER WIRE CAP (INCIDENTAL)
<br />BEND AS REQUIRED (INCIDENTAL)
<br />(45• MAK PER BEND)
<br />ATTACH TRACERWIRE f-
<br />TO'EWER MAIN WITH
<br />STAINLESS STEEL CLAMP,
<br />COATCONNECTION EWER SERVICE SLOPE ATTACH TRACER WIRE
<br />WITH 3M SCOTCH KOTE REQUIREMENTS MIN I.O% TOSEWER MAINWITH
<br />OR APPROVED EQUAL OPTIMUM 2.03FMAX 12.5% STAINLESS STEEL LUMP,
<br />RISER ON UNDISTURBED COATCONNECTION
<br />TRENCH WALL WITH 3M SCOTCH ROTE
<br />OR APPROVED EQUAL
<br />45•BEND SEWER SERVICE SLOPE
<br />8 O REQUIREMENTS MIN 1.0%
<br />SPECIFIED 4
<br />WYE BRANCH UNLESS OPTIMUM 2.OSFMAX 12.5%
<br />SPECIFIED OTHERWISE
<br />GRAVITY SEWER AS SPECIFIED
<br />REFER TO TRENCH DETAIL FOR
<br />INSTALUTION REQUIREMENTS
<br />SANITARY SEWER SERVICE RISER,
<br />NEW CONSTRUCTION,
<br />WITH TRACER WIRE ACCESS BOX
<br />NOT TO SCALE
<br />SANITARY SONER SERVICE I
<br />SON° RISER NEWCOF"M `TION DEPS"DG ® BOLTON
<br />HTEAFRRWIE ACCFM aaNDUAnT>Lm0 (NMENK
<br />=71M01 F"
<br />People. Real SDIBIIDns.
<br />V
<br />[T {CQM DBACKF FILL� GI F
<br />AS SPECIFIED EXCAVATION
<br />RC PIPE 12" (MIN)
<br />CLASS AS
<br />SPECIFIED
<br />SHAPE BOTTOM TO HA PIPE DIA B
<br />gTQ1 PIPE Oo.3s
<br />D, 36.OR LE55 Bc+2C•
<br />a
<br />PROVIDE BELL HOLE 42•TO 54" SxBc
<br />ATEACHIE(IF B E"DROVER &+36'
<br />REQUIRED)
<br />RC PIPE
<br />BACKFILL WITH SEIEREO
<br />`COMPACIEDBACKFIUI MATERIAL FROM EXCAVATION
<br />ASSPECIFIED
<br />Bc 1r (MIN)
<br />B
<br />RC PIPE %PE OM C
<br />CUSS AS pep 36"OR IF.SS B+N"
<br />PECIFIED
<br />O.1S Bc "DSC" 1.SdL Bc
<br />E'OROVER 8+36"
<br />O.68c EI US, UUR
<br />B BEDDING
<br />RC PIPE
<br />CLASS "B" BEDDING
<br />O O RC PIPE BEDDING BOLTON
<br />DD„DP B„D ©&MENK
<br />570-000 Real People. Real Solu[ion5
<br />10”
<br />5 3O'
<br />10
<br />s s m�❑
<br />I
<br />ICATOI BAIRN PUN BASE SUB PLRN
<br />NOTES.
<br />AX 6D—RTA
<br />1.CASnx6TO BETYPE R SKEL V Ux1ESSOTHERW SE
<br />0AGBIRERNGSPEFEDONPIANS
<br />ALTERNATE VSTExVutE BASE CAx BF USED RF NERC NG SHALL BE W RF FABICPF WxG ax aRFwOFI HDOT IN BOTH Ixor LLSSTHAR 0.115gNRSING
<br />GRQUTRECTORS
<br />S,RACRWRNN,�uaNBA%NREEWnRM
<br />S, TRACER -18
<br />FINE IS II BE USED WHEN NON-CONDUCTIME
<br />ME CITY ENGIN FRY REQUIRE WHEN DIRECTED BY
<br />CATCH BASIN STRUCTURE
<br />DESIGN R-1 (2'x3') WITH TRACER WIRE
<br />pONO STR (TUBE W'FTIHN BOLTON
<br />'U oERBIR ISE &MEN K
<br />��y� SMTO-106 Real People. Real SUIGU s.
<br />SOLUTION
<br />). 7
<br />ALL AI NT
<br />733 Marquette Avenue
<br />Suite 700
<br />Minneapolis, MN 55402
<br />612.758.3080
<br />www.alliant-ine.com
<br />David
<br />Weekley
<br />Hames
<br />----
<br />.doomp
<br />N
<br />I—
<br />Z
<br />CW
<br />C
<br />N U
<br />O O
<br />Z
<br />FnC Z
<br />''^^ F- O
<br />V/
<br />O o U
<br />U Z
<br />O J
<br />O o Z LUH
<br />O o U o
<br />hereby certify that this plan,
<br />specification, o report w
<br />o
<br />prepared by m Under my
<br />direct supervisionand that I
<br />am a duly Licensed
<br />PROFESSIONAL ENGINEER under
<br />the laws of the State of
<br />MINNESOTA
<br />�Jq
<br />MARK RAUS/ CHVPE
<br />6-3-2021 43480
<br />Dote License No.
<br />QUALITY ASSURANCE/CONTROL
<br />BY DATE
<br />DATE ISSUE
<br />1-20-2021 CITY SUBMITTAL - PRELIM PLAT
<br />4-21-2021 CITY SUBMITTAL
<br />6-3-2021 CONSTRUCTION DOCUMENTS
<br />PROJECT TEAM DATA
<br />DESIGNED: MPR
<br />DRAWN: TAS
<br />PROJECT NO: 220-0101
<br />2
<br />SHEET 2 OF 23
<br />BACKFILL
<br />�COMPACTED
<br />ASSPECIFIED
<br />PIPEMATERIAL'
<br />AS SPECIFIED1�
<br />GRANULAR
<br />12"MIN)
<br />AND ENCASEMENT
<br />V,,\
<br />MATERIAL AS
<br />SPECIFIED
<br />OD
<br />e
<br />TRACER WIRE AS SPECIFIED,
<br />TAPE TO PIPE AT 5'
<br />INTERVAL, PLACE WIRE
<br />BELOW SPRING LINE
<br />6„
<br />OD+24"
<br />NON -RIGID SANITARY SEWER TRENCH
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<br />—L G BOLTON
<br />Ayunm & MENK
<br />Real People. Real Solutlon3
<br />SOLUTION
<br />). 7
<br />ALL AI NT
<br />733 Marquette Avenue
<br />Suite 700
<br />Minneapolis, MN 55402
<br />612.758.3080
<br />www.alliant-ine.com
<br />David
<br />Weekley
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<br />hereby certify that this plan,
<br />specification, o report w
<br />o
<br />prepared by m Under my
<br />direct supervisionand that I
<br />am a duly Licensed
<br />PROFESSIONAL ENGINEER under
<br />the laws of the State of
<br />MINNESOTA
<br />�Jq
<br />MARK RAUS/ CHVPE
<br />6-3-2021 43480
<br />Dote License No.
<br />QUALITY ASSURANCE/CONTROL
<br />BY DATE
<br />DATE ISSUE
<br />1-20-2021 CITY SUBMITTAL - PRELIM PLAT
<br />4-21-2021 CITY SUBMITTAL
<br />6-3-2021 CONSTRUCTION DOCUMENTS
<br />PROJECT TEAM DATA
<br />DESIGNED: MPR
<br />DRAWN: TAS
<br />PROJECT NO: 220-0101
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